The URL can be used to link to this page

1249 BEACH AVE DWGSerror or 11' PLT HT D'4" PLT HT 9'11-1/2" PLT Large Tub Chase Attic Storage 15'7" F�- er Schedu e ander_ _ �HTU26 8 �THA422 55 eTHA426 5 ,4THAC422 1 THAR422 _ 4 ---dam-S7ie3u of —---- - T - pan NA 1t -_Plie_s Beam By EO 18' 0" 111_1/4" 3 _ 6' 0"11 1!4" 2 -- --5- ---- - -- --- ra 3a's12" 31' 6. -- _ ----- --- -- ----- U. S o pin I ! oil III l d� LEEP FLOOR TRUSSES TO BEAR 0 10'6" 10' a' 4' 2 1/?" _- -- - - --- R H 1119.1111! J "I I I N LL LL �i m L 5' 3" 1 7'6" , 5' 3" r to installation. Otherwise, said claim w- 1-1 F be denied. LOa_on_�_cRmmA ---- 1. D6T7a71.% DIV S4 — --- — ----- - — — Roof ba _ � Top Chord Live Load 20,00 40.00 p.. s , e►ua Top Chord Dead Load 15 . 20 Co0A&ZJbv1 �VLiE grjA Bottom Chord Live Load 0.00 0.00 p.: Bottom Chord Dead Load 5.00 X 51 4Z Awt QG f��i -------Load---------- -------- ---Tot45— 65— 00 t=iccwNwZtbw---,Duration Factor 1.25 1.00 �t Building Code — FBC 2017 RES Wind Standard ASCE 7-10 f 1) Wind Speed 130 m.p.h. p! )ioov) f1 Vie' T- Wind Usage RES. CAT II / Building Exposure D U Building Type Closed ` NOTE It is theresponsibility of the building designer or architect to provide an appropriate connection for trusses to supporting CHRISTOMM C. ]KA'THC VC. Job,V ILS NO TAKEN AS Nis reD AMEND & FESUBMIT RU , ".g REMARKS A*view % kw tib ampi9awloe whh desw concept. Nei gppOpAlel is ItroW for details, da11et runs or da�fl orts *0000rrUllor doe minus unifies spedtioany f+t od an 0 W l iiill 1101W. I N to ao DEEP FLOOR TRUSSES V TO BEAR B 10' e" J rn • Warning: conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See 'Bracing wood trusses commentary and recommendations (BCSt 1-03) for further information. Trusses shall be installed in a straight and plumb position. When no sheathing is applied directly to the top and/or bottom ■ - - chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. i 13-6" .....___WEYERHAEUSER EEI'JOIST 21360.,.... WEYERHAEUSER RIMBOARD 6527.5 kcal-okg!w_ky fbor Trues End_ ki Typical Floor Truss Ends Engineer of Record: Christopher C. Kathe - FL PE #36820 ' 420 Osceola Ave., Jacksonville Beach, FL 32250 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 256 Phone: (904) 268-8-8225 Fax: (904) 260.2981 fens WWW.MBS-CORP.COM JAXTRUSS@ M BS -COR PCOM me[ ___..___._—_ Grider Construction j5bW4ine----- --------- ------------------------- Boeneke Main & Guest House 1249 Beach Ave, Atlantic Beach ,FL l Sce/e: to Disun 8y:---rJob !lumber 1/4" = r p/27/2010 AC J180025 ti structure per reactions shown on truss engineering. Special i i1 considerations for mechanical equipment and/or plumbing (and ii If their connections) in truss space must be diagrammed by the cl�I ("10 builder an approved truss layout prior to fabricaton. — - v !/ Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7 0), Accordingly, it disclaims any — ------ ----' "--` 13'2" responsibilities for the the construction design, drawings, �f 0I 119_ ', documents including the installation and bracing of trusses _ __ 1 . ® 1' _ , _,---- _ _ manufactured by Manning Budding Supplies. I _ — LT i _ N to ao DEEP FLOOR TRUSSES V TO BEAR B 10' e" J rn • Warning: conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See 'Bracing wood trusses commentary and recommendations (BCSt 1-03) for further information. Trusses shall be installed in a straight and plumb position. When no sheathing is applied directly to the top and/or bottom ■ - - chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. i 13-6" .....___WEYERHAEUSER EEI'JOIST 21360.,.... WEYERHAEUSER RIMBOARD 6527.5 kcal-okg!w_ky fbor Trues End_ ki Typical Floor Truss Ends Engineer of Record: Christopher C. Kathe - FL PE #36820 ' 420 Osceola Ave., Jacksonville Beach, FL 32250 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 256 Phone: (904) 268-8-8225 Fax: (904) 260.2981 fens WWW.MBS-CORP.COM JAXTRUSS@ M BS -COR PCOM me[ ___..___._—_ Grider Construction j5bW4ine----- --------- ------------------------- Boeneke Main & Guest House 1249 Beach Ave, Atlantic Beach ,FL l Sce/e: to Disun 8y:---rJob !lumber 1/4" = r p/27/2010 AC J180025 ti ( i i1 i ii If 0I 119_ C•i____ I� _ __ ___ ___ _,---- _ _ i — LT i _ „ i t�I N to ao DEEP FLOOR TRUSSES V TO BEAR B 10' e" J rn • Warning: conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See 'Bracing wood trusses commentary and recommendations (BCSt 1-03) for further information. Trusses shall be installed in a straight and plumb position. When no sheathing is applied directly to the top and/or bottom ■ - - chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. i 13-6" .....___WEYERHAEUSER EEI'JOIST 21360.,.... WEYERHAEUSER RIMBOARD 6527.5 kcal-okg!w_ky fbor Trues End_ ki Typical Floor Truss Ends Engineer of Record: Christopher C. Kathe - FL PE #36820 ' 420 Osceola Ave., Jacksonville Beach, FL 32250 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 256 Phone: (904) 268-8-8225 Fax: (904) 260.2981 fens WWW.MBS-CORP.COM JAXTRUSS@ M BS -COR PCOM me[ ___..___._—_ Grider Construction j5bW4ine----- --------- ------------------------- Boeneke Main & Guest House 1249 Beach Ave, Atlantic Beach ,FL l Sce/e: to Disun 8y:---rJob !lumber 1/4" = r p/27/2010 AC J180025 for error or 50 31'5" must be made within 5 days of receipf of goods and prior to installation. Otherwise, said claim will be denied. C'10 s luo=JA rit. ()(h.� j �ATN15UD SGS oN 3r��' Ci�'#liFST0P C.1KATH WC. f =o yi Rg) I nQq t)� i�C-'iarlf� tl�4li � J 7 -b 3-c( ' I l O 13/1$ Z - ltloi : D�'Y1z.l�'zi-►o�r v� �o •� NO JAAS jay OX � 24 O t N / 011 i �r - 2'71 6" to 5/ 14 51 6 1 4' 6" 7' 2" O 0 O N : ;: N rr1 O O m m m m m m m m m 4'10 1/2" Bio 101/2" B14' 10 1/2 813 813 24" o.c. N r 0"/_,21'jq.,�.---------- 14 -r -,,?.4 16' 10- 16' 10" N D02 x m 9 9 m 1'4" ' S� —T 6" --------- v6—' 5v6' L l t S - l l FLORIDA PRODUCT APPROVAL CODES: MITI K PLATES 2197...... WEYERHAEUSER - FF.MCTED 8K REMARKS Fiirlasr Is for pgtl— oamptialce rW"Kd"gon car+w�t, No epprov� is Zo d for detrift, dit wtsims or N dwiadons troll OM"M doaartents urdesa spate noted on traflslgtUlM ieolr. NN q�v }N Bra 3 -'N -N -f M m m m m m t t 4' 2 3/16 " I .. �:1 I 7, 01 m jj j 24'0" 'r a LVL 21359 ..... WEYERHAEUSER EEWOIST-21360.,.... p rfitL 12'4 1/2" ti chi 0 LOADING CRITERIA Roof Floor Top Chord Live Load 40.00 s: Top Chord Dead Load 15,00 20.00 p.s. Bottom Chord Live Load 0.00 0.00 P.S. Bottom Chord Dead Load 10.00 5.00 p.& — Total Load ----- ----- — 45 - 65 P.S. ----------------- -- --- Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10✓ Wind Speed 130 m.p.h. Wind Usage RES. CqT II Building Exposure D 7 Building Type Closed / NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout poor to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WrCA 1-1995 (sections 6.0 and 7,0). Accordingly. it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. ---- ._------.-.-... -----.. ....---------_-__ Warning: Conventional framing erection and/or permanent bracing is not Me responsibility of the truss designer, plate manufacturer, or truss manufacturer Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See 'Bracing wood trusses commentary and recommendations (BCS/ 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal vyury, Typlcd Candover Ends Nn.W WWA. / ti yT-PTG� �fU95 i Engineer of Record: Christopher C. Kathe - FL PE #36820 420 Osceola Ave., Jacksonville Beach, FL 32250 1 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. B Jacksonville, FL 32256 Phone: (904)2 Fax: (904) z60.2981 O2981 NNVW.MBS-CORP.COM j ik<TRUSS@MBS-CORP.COM 3rider Construction Jab Name: 3oeneke Main & Guest House LoMNk/Subdiv 1249 Beach Ave. Atlantic Beach ,FL / �pyawn By. 1/4" = 1' h/9n/gm R OC All claims for error or defective material must be made within 5 d ys of receipt of goods and prior to installation. Otherwise, said claim will be denied. (V LO 0 CV r bo V1_ (V \ Hatch Legend 11' PLT HT �i�9t 4" PLT HT 9' 11-1/2" PLT HTI Large Tub Chase Attic Storage Hanger chedu e Hanger t HTU26 50 OF 31' 5" (0 f0 (0 to N N N N HTU26 a ,¢ A° 3 t0 W(o (o N N N N '':F- F- 2' o — -rl tUzs ¢act Q a a i m m m m J625 HTU 0 - _�— -? I B18 a .02 24910. §. N , ;�. 24110 J03 .01 . U26 J Jco 02 mmm m .01 -- — \ HTU26 N .' N � r- \I M B13 c� U-) (o (D=, m (o N N > t0 (o co (o N N N N > D D co W (o (o N N N N D M 0000 o o a) o o V- = x x x x x x = = x x = M M M o' OF p5 t (0 f0 (0 to N N N N HTU26 J03 04 t0 W(o (o N N N N '':F- F- 2' - — -rl tUzs 03 t� 14'6 5/1 2 2 2 S J625 HTU 0 B12 HTU26 B18 a .02 10 N HTU26 .01 4' 10 1/2" HTU26 mmm m .01 -- — \ HTU26 VA 12' 2 13/16' co 241911 12'4 1/2" 7— 1 J ~ o c� N N °N B2 (3) N �N ,o ^000 0 0 t. o.1c. N M vm to Y 16' 10" 4' 8" 7t 2" 18,101, 2' 0" 24" `o.c. co = 24" NCO Cn 4.. o.c. , o 1 -- -- - 00 00 N N vlqt 7 (O O co (o �..s. (D co (o ...s. (D N �t N 4 N N V N N N �t N r F_ F- �� — F_ = x m = m x x m x m x = x m = m D041 t 411 D03 O 5' 3" Z 221011 51311 - f _ (0 f0 (0 to N N N N J03 =o -� t0 W(o (o N N N N '':F- F- m m 7m - ao' 2 S 2 S 2 2 2 S J625 HTU 2 = 2 2 B12 B16 B18 10 1�'2 13/16" 4'10 1/2" 4' 10 1/2" 4110 mmm m -� -- CV � r- \I M B13 c� U-) (o (D=, m (o N N > t0 (o co (o N N N N > D D co W (o (o N N N N D M t. o.1c. N M vm to Y 16' 10" 4' 8" 7t 2" 18,101, 2' 0" 24" `o.c. co = 24" NCO Cn 4.. o.c. , o 1 -- -- - 00 00 N N vlqt 7 (O O co (o �..s. (D co (o ...s. (D N �t N 4 N N V N N N �t N r F_ F- �� — F_ = x m = m x x m x m x = x m = m D041 t 411 D03 O 5' 3" Z 221011 51311 - f _ (0 f0 (0 to N N N N (D (0 (o a) N N N N =o -� t0 W(o (o N N N N '':F- F- z - ao' 2 S 2 S 2 2 2 S 2 = 2 2 B12 B16 B18 10 f 4'10 1/2" 4' 10 1/2" 4110 o -� -- --- B13 r- B13 r- B13 c� (o (D=, m (o N N > t0 (o co (o N N N N > D D co W (o (o N N N N D = x x x x x x = = x x = t. o.1c. N M vm to Y 16' 10" 4' 8" 7t 2" 18,101, 2' 0" 24" `o.c. co = 24" NCO Cn 4.. o.c. , o 1 -- -- - 00 00 N N vlqt 7 (O O co (o �..s. (D co (o ...s. (D N �t N 4 N N V N N N �t N r F_ F- �� — F_ = x m = m x x m x m x = x m = m D041 t 411 D03 O 5' 3" Z 221011 51311 4' 2 13/16' N (0 �! LO ti rn LO J10 J09 L J0 7' 5 1/8" J0 5121 C) - C N �. Zo (0 i � N 24') o.c• \ 22' 0" 2410" 12'4 1/2" pp , J07 J08 O f J09 NPA J10 000 OWN =o -� 0% z - 0 4' 2 13/16' N (0 �! LO ti rn LO J10 J09 L J0 7' 5 1/8" J0 5121 C) - C N �. Zo (0 i � N 24') o.c• \ 22' 0" 2410" 12'4 1/2" pp , J07 J08 O f J09 NPA J10 000 =o -� —� NV;r--7N - 0 10 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 2197...... WEYERHAEUSER - EVEREDGE LVL 21359 ..... WEYERHAEUSER EEI-JOIST 21360...... WEYERHAEUSER RIMBOARD 6527.5 LOADING CRITERIA Roof Floor Top Chord Live Load 20.00 40.00 p.s.f. Top Chord Dead Load 15.00 20.00 p.s.f. Bottom Chord Live Load 0.00 0.00 p.s.f. Bottom Chord Dead Load 10.00 5.00 p.s.f. Total Load 45 65 p.s.f. Duration Factor 1.25 1.00 Building Code FBC 2017 RES Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. Wind Usage RES. CAT II Building Exposure D Building Type Closed NOTE It is the responsibility of the building designer or architect to provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering. Special considerations for mechanical equipment and/or plumbing (and their connections) in truss space must be diagrammed by the builder an approved truss layout prior to fabricaton. Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (sections 6.0 and 7.0). Accordingly, it disclaims any responsibilities for the the construction design, drawings, documents including the installation and bracing of trusses manufactured by Manning Building Supplies. Warning: Conventional framing, erection and/or permanent bracing is not the responsibility of the truss designer, plate manufacturer, or truss manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection; and permanent bracing which may be required in specific applications. See "Bracing wood trusses commentary and recommendations (BCSI 1-03) for further information. Trusses shall be installed in a straight and plumb position. Where no sheathing is applied directly to the top and/or bottom chords, they shall be braced as specified on the engineered design. Trusses shall be handled with reasonable care during erection to prevent damage or personal injury. Approved truss anchor by builder. W minimum top and bottom chonis FWsh cut Cantdever 12 b.6 �- Fascia Height �4 2r�16- 1\? 24/4" Cantilever B� l Unless noted 12 otherwise. Typical Cantilever Ends Approved truss anchor by builder. 2x4 minimum top and bottom chorda. Square cut overhangs. 12 --r�7 r 4" 2 Is 24-3/4" BRG. Un ass noted otherwise. Tvnical Truss Ends OFFICE COPY Engineer of Record: Christopher C. Kathe - FL PE #36820 420 Osceola Ave., Jacksonville Beach, FL 32250 Manning Building Supplies, INC. 11155 Phillips Parkway Dr. E. Jacksonville, FL 32256 11 Phone: (904) 268-8225 "SreFax: (904) 260-2981 WWW.MBS-CORP.COM JAXTRUSS@MBS-CORP.COM Customer Grider Construction Job Name: - - - - Boeneke Main & Guest House LotlBlk/Subdiv 1249 Beach Ave. Atlantic Beach ,FL / Scale: ate: rawn By: -'Job Number 1/4" = 1' /20/2018 AC J 180025 V Q 1P 3,0 6,0 SCALE 1" = 30` NO TES: 1. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE SETNEEN DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS 72-81-A 19 AND 72-81-A20 PER THE COA S To L CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS OBSERVATIONS 3- THE CURRENT COASTAL CONSTRUC77ON CONTROL LINE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JUL Y 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR TIDE STA 77ON 872-0291 (JACKSONVILLE BEACH, MHW = 2.10 (NA VD 1988), TIDE RANGE = 5.07). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATU7FS CHAPTER 161.053 (6)(0)2• "Seasonal high-water line" means the line farmed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. MHW ELEV. 1- (1.5 X TIDAL RANGE )=SHWL 2.10 t (7.5 X 5.07) = 9.7 (NA VD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. Z BENCH MARKS AS SHOWN HEREON WERE ESTABLISHED 8 Y GPS 08SERVA 77ONS IN N. A. V D. 1988 DA TUM. 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUB IC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY 9- THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS DEMORY BOENEKE 10. GPS RUN USING SPECTRA PRECISION EPOCH 50 L 1 f ? 1 gUIPMENT AND TRIMBLE VRS SOFTWARE. 11. THE GENERAL PERMIT LINE SHAWN AS PER OFFICIAL RI -CORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LEGEND � flMGA77ON CVNTR0i VALVE r� PON'E-R POLE WATER VAL 4E THE PROPERTY SHOWN HEREON APPEARS TO LIE FLOOD ZONE "Xu (AREA DETERMINED TO BE OUT THE 0.27 ANNUAL CHANCE FLOODPLAIN), "AO" (I AS WELL AS CAN 8E DETERMINED FROM THE FL( INSURANCE RATE MAP PANEL No. 12031 CO409N, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLG NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: III FILE: 2017-1600 IIIDRAYM BY. CL REF-- 2016-0186: 2016-0017' 2017-0885 2) ANGLE POINT OPPOSITE R-47 i m FOUND 5/8} �EoAR. PA �v L95488N0 ?. T82.9'1S. a a NORrs72• 3.33-3.'�8 0rt0 �a rn �0 LO1 c = xt3� .'3 -354;1" o a C) ZQ' 1 AT Q 1 FOUND 1Ra14 PIPE �2,182 t371.4 NG0 NORTH 530.977.9 EASTIN'; D.EP. MONUMENT Na 72-81-A19 NaR7FNNG = Z 183.63!.5 FASTING = 374,888.1,E LOT 9 20o.09:— 1IERs LOT $ p.., 200.00' -� Ila -_ pK �`"� LOT 7 7+2 7' I.VN TSE F7VSH 2.3 1'T 235.41' (M83-22'1 7'E N83 *23 31-59 2Q0.0o i3 7' �- .t 5. }-4' z x 1;•-. CIJ PAVF'R9, '• o� :K 1 a �Q 33 '.1 6 2 4 r t5. - STORY x T- l 2 ST06 y FRAME RESIDENCE NO- 1257 ,r U E -�50S rO°RY FR z 9 v 1?ESIt?EL OR 18.22 FINIS 70 G -O VELD 1; I s , ORIGINAL EAST LOT LINE BY PLAT BOOK 6, PAGE 1--, s4. ?ESIt)ENCE r. 4`ypjG{ PA n.6 ; p.., kv. 116. 1249-1 mQ.Q LOT 5 n 1 i F7VSH 2.3 1'T LOT 4 6A5IRON r-oUNO PIPE FLS �- .t 5. }-4' z x 1;•-. CIJ 1>x r, r 1 V%4 DO 5, d` T n , x t ,.� ,_ 1 �.7-- `}.00.00' l x S83 =52 W 237.43' IRON 7o r�o"� �2- Cj?ETE WALL _ I} 08"W /�8Q S{iAR17 J'ri'�L (S83"r}6'lJU's v,ri (.✓ 1 d LflT 3 �- ry 1 11©!( .�- t { {1Aaa LOT 2 p.., 19.5 { l�� 1 112- } 206-a- r a I Tj 6A5IRON r-oUNO PIPE a ' N r� CONCRETE PNA� O Ill WALLS " tom` 2.0 RETAIN I U u°f, t0*d LI. n A Z to a'1 o LOT 1 rr4 1.4 m T- l p � 6 6' x-•-_•__�-~ w -f7' 2 ,..�-. I M �-� s-7'tA. t M N 4 44' RIGHT OF WAS' TWO AME VENGRE CONCIIE1� ETE ` UMN 1 carve RE I>r - } } x1=7'.f t 1 � 4.9 BRICK - MAP SHOWNG SURVEY OF LOTS 4, 5, AND 6, BLOCK 51, A77-ANT7C BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, 5, AND 6 LYING BETWEEN THE EASTFRL Y PROJFCTION OF THE NORTH LINF OF SAID LOT 6 AND THE SOUTH LINE SAID LOT 4 TO THE EROSION CONTROL LINE. rO NO 1/2" WON i a $�.t + x1 .9 x"�Pl•� I I I I II I � I 71 plpE, LB6645 r rIt d. x 4 A. -1-F I 24 IFPS CIx • ? Axl �- () _� •7• - �1 {l.•� •*r'F`�q t} } 4 }} t`} 1�, � } 1 4 �' 'e., � { 1 ? � } 1 � z � ` l ' CONCRFIF 4e t i ti 1 t � 0 `t • � ^ + tt I til i } } 4 1 �" � t � ; } ( '' � 1 ` DECK 11 15 1 q t ,a.7 va .11.3 97 p.., 19.5 { l�� 1 112- } 206-a- r a I Tj 6A5IRON r-oUNO PIPE a ' N r� CONCRETE PNA� O Ill WALLS " tom` 2.0 RETAIN I U u°f, t0*d LI. n A Z to a'1 o V U l i T- l ,jj rte w • b ` I M p c, v r"4 U % xliT ri t CoNrRETE N U - 0 1 }} 14a4" 97 p.., 19.5 { l�� 1 I=> � 00 �U Uw 206-a- r a I Tj a ' N r� CONCRETE PNA� O Ill WALLS " tom` 2.0 RETAIN I � -c�'' u°f, t0*d LI. n A Z to a'1 o 0T- l i T- l w • b ` n14 a R• 515 ANGLE PONT OPPOSITE R-48 D.E.P. MOMUMENT No. 72-81-A20 NORTHING = 2.181.553.5 ANGLE POINT sa7-se'2a'E 22air EAS77NG = 37 ,084.0 D.E.P. UPDATE - NOVEMBER 20, 2017 OPPOSITE R-48 CALCULATED AVERAGE GRADE - JULY 7, 2077 ADDITIONAL LOCATION - MARCH 28, 2016 BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH! FLORIDA 241-8550 SURVEY OF EXISTING SITE CONDITIONS THIS SURVEY WAS MADE FOR THE BENEFIT OF DEMOR Y ROENEKE. DONN W. BOAT'WRIGHT. P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 1 DATE: FEBRUARY 29, 2016 SHEET 1 OF 1 W O a 00 p.., .M 0 N I=> � 00 �U Uw �H N W � U H o w • u W O a N WCD E S 15' 30' 6 SURVEY S 10-10-17 12-01-17 JAMES W DUPREE III ARCHITECT AR -0010382 Q w Ww �U Uw �H N Q w ~a H N WCD E S 15' 30' 6 SURVEY S 10-10-17 12-01-17 JAMES W DUPREE III ARCHITECT AR -0010382 44.51 5.900 .-i N � ILA L03 2 STORY' FRAME �i � ►� Q, � rn o O u o W � � RESIDENCE No. 1257 eA � C 200-00 13-9' .s �: CRETE W Q' o , 150.7'- FROM CCCL TO EDGE OF EXISTING FIRST AND SECOND_ FLOOR COVERED PORCH POST 4., .. O� FOUND 1+ t7 5 8" frEOAR L85488Qu 143.3 FROM CCCL T 0 EDGE OF EXISTING SECOND FLOOR ENCLOSURE WALL - -- -- �v �+ GRA 7FFWND I w Z W x U��o N NCR`77WI VIZ t82, -' � � +y � ;,� � � -� �- ..��.�,. � � ,� co 112 AN Lf�N `� � EAS1TNG= 530.9>+2.1 �' 132.7 FROM CCCL TO EDGE OF EXISTING FIRST FLOOR ENCLOSURE WALL ,- 1 - - - - I ��r �N PIF'' L6��45 �'4Nyn�1r� a - 1. C �7 � ! - "T X X 3 ,� ,. r jC, 6. } +. s, r.C{ { X x.,} �C ..` }C i � } F / 200.0 � Yom_ V r ,.� # %� q ICK 4 { i z �.,� +� ( � i � I+ I { t i ti O lWO I --i ' ' R� , 50. 0 `� tD � yyr 2- S rC�R Y FRAME r --s �, C.5 p7 .. RESIDENCE 1249 !. +�,� JLI YT �' ¢ B' J�NI tf FZ.t�OR - 78.2.E ; . 1,, RTE ILA N, { , f r �- P 50• . LOTISM (7. 1 y � 54 S TOR Y fli � f t }( ��+*��y�y 17Q TGIiGC/ l" . �} �� j ' ' l '� , � � � �' � , 1. �.,� (S j ?C��7,.7p.� �.�d jj j{ X !Y � I , f( 4� $� �5�} 7 y I � l t �. 3 t i'� .L- x ` •.� V%� -1 r �+� ),/ )'F. t .. .. - _ �G 1 Y L,+4i s `��RICK (gyp 1.J !J, • x ` .� 4.00 t 1 1 - I 77 tt r. ti t i f 1 0 1 . g . PA VERS s EAr 77LE X16, ,� CONCRETE# ! ,.,, it nAPSH 2 -134 { FLOOR 00 �l ti.J LO i 5 1 �` L+�TX' `� 4.9 r =• i � ' is � � � # � 1 1 9 1 � � � i # nth,. p► i S s j+� 16.49 x 76-4 p 16,42 G6C?Ci 7 DECK } ' x l f.---�--�t I x 1,� i r` x,.5.1; �L k 133.5 x 11,31 ; i � l t a FOUND 1,�2'" JR ON FROM CCCL TO EDGE OF EXISTING FIRST FLOOR ENCLOSURE WALL - I - - - - - - x ? X 4.6 f'f�ll'�ID 1,x'.2" fR li l PIPE, NO CAP � I F- P/PE, L86645 lo O N�r'77.11NG=2,782,877,4 � J _ _ 51.8 FROM CCCL TO EDGE OF EXISTING FIRST AND SECOND FLOOR COVERED PORCH POST 6ASTIN� 5M,977.9 v - - - _ _ _ _ _ _ U 144. 2 FROM CCCL TO EDGE OF EXISTING SECOND FLOOR ENCLOSURE WALL U � CIO a Q W 1 C2' x rn �O ..4 w._ a _ _ _._._. -r._ .. _. w TWO STO?RY FRA Al J �GARACES' � STORY FRAME z r 1 266.06 RESIDENCE ...,........ .....ww...w.. `; � � W U ..._._._...fir � �. < L EXIS ING SURVEY WITH KEY DISTANCES NOTED 194.8' FROM CCCL TO EAST EDGE OF NORTH CONCRETE STEPS TO BEACH 190.1' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AT BACK OF BULKHEAD 190.1' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE AND POOL DECK AT BACK OF BULKHEAD 164.5' FROM CCCL TO ` _ EAST EDGE 0 IGH WOOD BOARD FENCE - - - - _ _ 150.7' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST 137.4' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND I I U FLOOR BUILDING ENCLOSURE WALL U _ _ 137.3' FROM CCCL TO EAST EDGE OF 6' HIGH WOOD BOARD FENCE 64.8' FROM CCCL TO FRONT OF PROPOSED HOUSE - - - - I I _ _ _ I I Ft�UN 12" iRON 74.5' FROM PROPERTY CORNER TO HOUSE FRONT I PIPF, L366,45 i }, CD.*.I ..: PLANTING - PIANTING GRAVEL T-1 vfowEw flu I ¢'pyQ�i ❑ fl M/nC p T � uL r) - .. Z �•.j/moi%i/,. 7 7 . Z �'�03'� -- PIANIING PLANTING _ _ ',.` 12.E 27 0 .// W E _. 11�- -u - - P,<NIINc, � VAIN H USE - �: �' + ti -' -F' 1 ` - PLANTING -' rte. - r t"•.. S z J f 1 32 -u- - - .. PLANTING DECK !y//f�1sx t i O PLANTING - PORCH ( / ON CA � EXISTING GUEST HOUSE '• i PLANTING PIANTI TO REMAIN TouLum- I 3.7 # i ({ s w j r WN d r c y FDEP SITE _ , ,f I 4 t 1 r 0 PLAN PIT AWN qq, OVERVIEW RK 11 I PLANTING PLANTING P ANTING EXISTING LOWER TERRACE j} _ I _ - 138.2' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR BUILDING ENCLOSURE TO REMAIN ( _ . 1,60 WALL UJ 151.7' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST -- - -- •---- I 1 NOTES: 174.4' FROM CCCL TO EAST EDGE OF SPA _ _ _ _ 191_5' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AND POOL DECK AT BACK OF BULKHEAD I I 1. THESE I I STANDARDS I THE FLORIDA DESIGN DRAWINGS ESTABLISHED ADMINISTRATIVE ARE IN COMPLIANCE IN SECTION 6213-33 CODE WITH OF 10-10-17 12-01-17 192.0' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE - - - - 2. ALL ELEVATIONS REFER TO DATUM NAVD 1988 196.3' FROM CCCL TO EAST EDGE OF SOUTH CONCRETE STEPS TO BEACH - - JAMES W DUPREE III ARCHITECT PROPOSED SITE PLAN WITH KEY DISTANCES NOTED AR -0010382 LN jO 116 � -sv'" � S/ E C+# 1 9 1i " +VI HA, F O AW.14111 4; ij ri e, ,,rrf,f, 5 �i Fw 01 40,7114,1140AWzopuy- MAZ it 11 0 V,, mi r ®R -JeJ 10, a OIA7140 oI' d Oil CLBL_REWIl I A E. P74, A NMI , A7zl L7 4.7OF 0 � IA I #;JI#fo7u 17010 NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM WEST 0 €- y,,.w w VIEW FROM SOUTHEAST DRAWING INDEX: ARCHITECTURAL DRAWINGS: SHEET C= COVER SHEET S= SURVEY SHEET 1.0= FDEP SITE PLAN OVERVIEW SHEET 1.1= ENLARGED FDEP SITE PLAN SHEET 1.2= FDEP SITE SECTION SHEET 2.0= IMPERVIOUS AREA CALCULATIONS SHEET 2.1= SITE PLANS SHEET 3= FIRST FLOOR PLAN SHEET 4.0= FIRST FLOOR DIMENSION PLAN SHEET 4.1= FIRST FLOOR REFLECTED CEILING PLAN SHEET 4.2= CONCEPTUAL FOUNDATION PLAN SHEET 4.3= CONCEPTUAL SWIMMING POOL DESIGN SHEET 5= SECOND FLOOR PLAN SHEET 6.0= SECOND FLOOR DIMENSION PLAN SHEET 6.1= SECOND FLOOR REFLECTED CEILING PLAN SHEET 7= ROOF PLAN SHEET 8= COMPOSITE BUILDING ELEVATIONS SHEET 9= BUILDING ELEVATIONS SHEET 10= BUILDING ELEVATIONS SHEET 1 1= BUILDING SECTIONS SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS SHEET 14= BUILDING SECTIONS SHEET 15= BUILDING SECTIONS SHEET 17= BUILDING SECTIONS SHEET 18= BUILDING SECTIONS SHEET 19= NOTES AND DETAILS SHEET 20= WALL SECTIONS AA,BB,CC SHEET 21= WALL SECTIONS A—C SHEET 22= WALL SECTIONS D—F SHEET 23= WALL SECTIONS G—H' SHEET 24= WALL SECTIONS I SHEET 25= WALL SECTIONS J—L SHEET 26= WALL SECTIONS M-0 SHEET 27= WALL SECTIONS P—S SHEET 28= WALL SECTIONS V—T SHEET 29= WALL SECTIONS W—Y SHEET 30= WALL SECTIONS Z—KK SHEET 30.1=WALL SECTIONS SHEET 31= DOOR AND WINDOW SCHEDULES SHEET 32= EXTERIOR PERSPECTIVE VIEWS SHEET 33= EXTERIOR PERSPECTIVE VIEWS SHEET 34= INTERIOR PERSPECTIVE VIEWS SHEET 35= SITE ELECTRICAL PLAN SHEET 36= FIRST FLOOR ELECTRICAL PLAN SHEET 37= SECOND FLOOR ELECTRICAL PLAN SHEET L-1=LANDSCAPE PLAN STRUCTURAL DRAWINGS: SHEET S-1= MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN SHEET S-2= MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN SHEET S-3= FOUNDATION SCHEDULES AND NOTES SHEET S-4= FOUNDATION SECTIONS AND DETAILS SHEET S-5= FOUNDATION SECTIONS AND DETAILS SHEET S-6= FIRST LEVEL WALL REINFORCING PLAN SHEET S-7= SECOND LEVEL WALL REINFORCING PLAN SHEET S-8= 9" ICF WALL DETAILS SHEET S-9= 9" ICF LINTEL BEAM DETAILS SHEET S-10= SECOND LEVEL FLOOR FRAMING PLAN SHEET S-11= ROOF FRAMING PLAN SHEET S-15= MISCELLANEOUS ROOF DETAILS SHEET S-16= THREADED ROD SYSTEM DETAILS AND NOTES SHEET S-17= STRUCTURAL NOTES SCHEDULES AND DETAILS SHEET P-1= POOL AND SPA LAYOUT PLAN SHEET P-2= POOL AND SPA LAYOUT PLAN AND SECTIONS SHEET P-3= POOL SECTIONS AND DETAILS SHEET P-4= POOL SECTIONS AND DETAILS SHEET P-5= POOL SECTIONS AND DETAILS GENERAL PROJECT NOTES: y THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, ,. ., FLORIDA. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL— 2014 EDITION (FBC), THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2010 EDITION OF THE NFPA 101 LIFE SAFETY CODE, THE 2014 FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF —�. ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED r . , .. THROUGHOUT THE CONSTRUCTION PROCESS. a D.E.P. CERTIFICATION: THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 6213-33.008 OF THE FLORIDA ADMINISTRATIVE CODE. D.E.P. ALL SHORE PARALLEL HORIZONTAL STRUCTURAL ELEMENTS REST AT ELEVATIONS AT OR ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT DETERMINED TO BE 16.4' NAV LISTED LISTED AS ,. 17.5 NGVD 29 PER FLDEP DUVAL MONUMENT R048. ZONING INFORMATION: THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 1249 BEACH AVENUE ON LOTS 4, 5 AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS `= $ OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE LANDS LYING EASTERLY OF SAID LOTS 4, 5 AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH LINE OF SAID LOT 4 TO THE EROSION CONTROL LINE. THE PROPERTY IS ZONED "RS -1". TWO STRUCTURES CURRENTLY EXIST ON THE PROPERTY, A MAIN HOUSE AND DETACHED GARAGE COTTAGE. THE EXISTING GARAGE COTTAGE IS TO REMAIN. THE EXISTING MAIN HOUSE IS TO BE REMOVED AND REPLACED WITH A NEW ONE ALONG WITH A NEW SWIMMING POOL. ALL SETBACK REQUIREMENTS ARE TO BE MET OR EXCEEDED. THE COTTAGE ENCLOSES LESS THAN 75% OF THE HEATED AREA OF THE MAIN HOUSE AND IS SEPARATED FROM THE HEATED AREA OF THE MAIN HOUSE BY MORE THAN 20 FEET. THE MAXIMUM HEIGHT OF THE MAIN BUILDING IS LESS THAN 35' AS MEASURED FROM THE TOP °< OF ITS ROOF TO THE EXISTING AVERAGE GRADE, CALCULATED ON THE SURVEY SHEET "S" AS 16.22 NAVD 1988. r THE EXISTING SITE IS COVERED BY BUILDINGS, DRIVEWAYS AND WALKS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 11,649 SF OR 65.9 OF THE TOTAL 17,678 SF SITE. THE PROPOSED NEW COVERAGE WILL REDUCE THE IMPERVIOUS AREA TO 11,473 SF OR 64.90 OF THE PROPERTY. SEE SHEET 2.0 FOR DETAIL. BECAUSE THE PROPOSED DEVELOPMENT IS DECREASING THE EXISTING ;-. ` IMPERVIOUS AREA NO NEW ONSITE STORMWATER RETENTION IS REQUIRED BY THE CITY OF ATLANTIC BEACH. • EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED EXCEPT THAT NEW A SWIMMING POOL WILL REPLACE AN EXISTING CONCRETE - k ,r a. ; PATIO AND DRAINAGE WILL BE DIRECTED TO SWALES AND DRY WELLS TO THE NORTH AND SOUTH OF THE POOL. ALL IS .: INTENDED TO PREVENT SURFACE STORMWATER FROM PASSING OVER TOP OF EXISTING BULKHEAD TOWARDS THE BEACH. BUILDING INFORMATION: THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V—B WITHIN TWO STORIES THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL WOOD ROOF FRAMING OVER INSULATED CONCRETE (ICF) WALLS SUPPORTING INTERIOR WOOD FLOOR TRUSSES. ALL STRUCTURE WILL BE SUPPORTED BY A CONCRETE SLAB AND PILE FOUNDATION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. a THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH OPENING PROTECTION PROVIDED BY IMPACT RATED EXTERIOR DOORS AND WINDOWS. MAIN HOUSE BUILDING TABULATIONS: PROPOSED ENCLOSED CONDITIONED AREA: FIRST FLOOR = 2064 GSF SECOND FLOOR = 2483 GSF TOTAL= 4547 GSF PROPOSED COVERED PORCH AREA: FIRST FLOOR= 994 SF SECOND FLOOR= 462 SF TOTAL= 1456 SF SITE LOCATION MAP FOR BLOWER DOOR TEST: PROPOSED CONDITIONED VOLUME FIRST FLOOR NET AREA=1891 NSF X12.66' VERTICAL= 23,940 CFT INCLUDING FLOOR CAVITY ABOVE SECOND FLOOR NET AREA=2307 NSF X9.33' VERTICAL= 21,542 CFT ATTIC NET CONDITIONED VOLUME= 9760 CFT TOTAL CONDITIONED VOLUME= 55,242 CFT DRAWING INDEX: ARCHITECTURAL DRAWINGS: SHEET C= COVER SHEET S= SURVEY SHEET 1.0= FDEP SITE PLAN OVERVIEW SHEET 1.1= ENLARGED FDEP SITE PLAN SHEET 1.2= FDEP SITE SECTION SHEET 2.0= IMPERVIOUS AREA CALCULATIONS SHEET 2.1= SITE PLANS SHEET 3= FIRST FLOOR PLAN SHEET 4.0= FIRST FLOOR DIMENSION PLAN SHEET 4.1= FIRST FLOOR REFLECTED CEILING PLAN SHEET 4.2= CONCEPTUAL FOUNDATION PLAN SHEET 4.3= CONCEPTUAL SWIMMING POOL DESIGN SHEET 5= SECOND FLOOR PLAN SHEET 6.0= SECOND FLOOR DIMENSION PLAN SHEET 6.1= SECOND FLOOR REFLECTED CEILING PLAN SHEET 7= ROOF PLAN SHEET 8= COMPOSITE BUILDING ELEVATIONS SHEET 9= BUILDING ELEVATIONS SHEET 10= BUILDING ELEVATIONS SHEET 1 1= BUILDING SECTIONS SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS SHEET 14= BUILDING SECTIONS SHEET 15= BUILDING SECTIONS SHEET 17= BUILDING SECTIONS SHEET 18= BUILDING SECTIONS SHEET 19= NOTES AND DETAILS SHEET 20= WALL SECTIONS AA,BB,CC SHEET 21= WALL SECTIONS A—C SHEET 22= WALL SECTIONS D—F SHEET 23= WALL SECTIONS G—H' SHEET 24= WALL SECTIONS I SHEET 25= WALL SECTIONS J—L SHEET 26= WALL SECTIONS M-0 SHEET 27= WALL SECTIONS P—S SHEET 28= WALL SECTIONS V—T SHEET 29= WALL SECTIONS W—Y SHEET 30= WALL SECTIONS Z—KK SHEET 30.1=WALL SECTIONS SHEET 31= DOOR AND WINDOW SCHEDULES SHEET 32= EXTERIOR PERSPECTIVE VIEWS SHEET 33= EXTERIOR PERSPECTIVE VIEWS SHEET 34= INTERIOR PERSPECTIVE VIEWS SHEET 35= SITE ELECTRICAL PLAN SHEET 36= FIRST FLOOR ELECTRICAL PLAN SHEET 37= SECOND FLOOR ELECTRICAL PLAN SHEET L-1=LANDSCAPE PLAN STRUCTURAL DRAWINGS: SHEET S-1= MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN SHEET S-2= MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN SHEET S-3= FOUNDATION SCHEDULES AND NOTES SHEET S-4= FOUNDATION SECTIONS AND DETAILS SHEET S-5= FOUNDATION SECTIONS AND DETAILS SHEET S-6= FIRST LEVEL WALL REINFORCING PLAN SHEET S-7= SECOND LEVEL WALL REINFORCING PLAN SHEET S-8= 9" ICF WALL DETAILS SHEET S-9= 9" ICF LINTEL BEAM DETAILS SHEET S-10= SECOND LEVEL FLOOR FRAMING PLAN SHEET S-11= ROOF FRAMING PLAN SHEET S-15= MISCELLANEOUS ROOF DETAILS SHEET S-16= THREADED ROD SYSTEM DETAILS AND NOTES SHEET S-17= STRUCTURAL NOTES SCHEDULES AND DETAILS SHEET P-1= POOL AND SPA LAYOUT PLAN SHEET P-2= POOL AND SPA LAYOUT PLAN AND SECTIONS SHEET P-3= POOL SECTIONS AND DETAILS SHEET P-4= POOL SECTIONS AND DETAILS SHEET P-5= POOL SECTIONS AND DETAILS A Q 15 3,0 60 SCALE: 1" = 30' NO TES: 1. THiS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LiNE BETWEEN DEPAR TMEN T OF NA TURAL RESOURCES MONUMEN T NUMBERS 72-81—A19 AND 72-81—A20 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS OBSERVATIONS J. THE CURRENT COASTAL CONSTRUCTION CONTROL LiNE IS RECORDED IN MAP BOOK C, PAGES 72 THROUGH 72H, DUVAL COUNTY, RECORDED JULY 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING EXTENDED DATUM FOR TIDE STA TION 872-0291 (JACKSONVILLE BEACH, MHW = 2.10 (NA VD 1988), TIDE RANGE = 5.07). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(0)2: "Seasonal high—water line" means the tine formed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. MHW ELEV. f (1.5 X TIDAL RANGE )=SHWL 2.10 t (1.5 X 5.07) = 9.7 (NA VD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LiNE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 7. BENCH MARKS AS SHOWN HEREON WERE ESTABLISHED BY GPS OBSERVA77ONS IN N.A. V. D. 1988 DATUM. 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY, 9. THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS DEMORY BOENEKE. 10. GPS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LEGEND V IRRIGATION CONTROL VALVE rT:) , POWER POLE M X WATER VALVE THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE 'X" (AREA DETERMINED TO BE OUTSIDE THE 0.27o ANNUAL CHANCE FLOODPLAIN), "AO" (FL 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP PANEL No. 12031 C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: I 1 MLE 2017-1600 I I DRAWN Eir. CL REF: 2016-0186; 2016-0017; 2017-0805 f0UN0 5/8' REBAR. cn NOR THING_2,182,946.0 a EASTING= 530.9572 Tx13-33 4 W ��, C' 0 �-a z1 $ v 3.5 1 � 1 c 0 > N p �P C— 13. M13.1 1 FOUND 1/2" IRON PIPE. NO CAP NORTHING -2,18 , 977:4 EAS7ING- 530, D.E.P. MONUMENT No. 72 81-A19 NORTHING = 2,183, 631.5 EASTING = 374,6W 1 , , 1,2THQFST- �40 RI WAY ANGLE POINT OPPOSITE R-49 D.E.P. MONUMENT No. 72-81-A20 NORTHING = 2.181,553.5 EASTING = 375, 084.0 MAP SHOWING SURVEY OF LOTS 4, 5, AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, 5, AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH LINE SAID LOT 4 TO THE EROSION CONTROL LINE, BOATWRIGHT LAND SURVEYORS, inc. 1500 ROBERTS DRIVE. JACKSONVILLE BEACH, SURVEY OF EXISTING SITE CONDITIONS D.E.P. UPDATE — NOVEMBER 20, 2017 CALCULATED AVERAGE GRADE — JULY 7, 2017 ADD1 TIONAL L OCA TION — MARCH 28, 2016 FLORIDA 241-8550 THIS SURVEY WAS MADE FOR THE BENEFIT OF DEMOR Y BOENEKE. DONN W. BOATWRIGHT, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER Na. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 31672 1 DATE: FEBRUARY 29, 2015 111 SHEET 1 OF 1 w o w �o Ww QU �w w w� W N O Q d- WC� Q AWN BOO �poao� w o w �o Ww QU �w w w� N O N W E S 15' 30' 60 SURVEY S 10-10-17 12-01-17 E . -.v. ,,�.. .QUPR ARCHITECT Air -OO x'0382 LOT 8 R OEM 200,00 Ak CON CRE TE' W 0 d' FROM CCCL TO EDGE OF EXISTING FIRST AND SECOND_ FLOOR COVERED PORCH POST �" W W ;O� RR, r _ 143 3 FROM CCCL TO EDGE OF EXISTING SECOND FLOOR ENCLOSURE WALL _ — — — `2 Q W W U o 77777 -.. 132.7 FROM CCCL TO EDGE OF EXISTING FIRST FLOOR w .1 UAIN iPiO.Al o•+ z 9f[��:.+�9 Era' �'^t �y'ae g(;�$�� }' ?meq( �• (y4� �''� � $ d �.p, .�,�` 4d "Y '•md z, f ,-,1 r .., '„' �.�+ is � � � 1�1 Q i� \ ' 4- ,.._z ENCLOSUR` _ _ _ E WALL I. 200.001Q .:_ .. g w.• pyx. ' t M 3 W O O V • *`3)�.. �'»„r` vL° ., !� w y} #,.,r ^t'Y'i F.A' ,. 4,.^ . n -, -w .• •v' Ea K PAVE 50i Ag , s ...:: i. R qqq t 4 G % 4 t 4, 7 / i r r i 4 { 't"*'w,...«,.,„„„ :' �✓ N s ' f�"� #j # j'"”` #1249 "' #e y v"j F ". :. ' ,• ..,.;�§^- .wr.+wwo,,..ri«: ... .. r/ � r�3p:... '�3 a�.' � Y° tm.... �` � }^�, s.. � -:,. ,.y «„+-.r �^-0� / j B ggg I '+��i �p•�`r q�Y^g5 3 .,w �. 3 .� 3 9 :+fw �a+ C+# ':-`^' 18-22 .,OT ;. < z*, t E m +��.� #}, 1 t S •nr. `"'Sn. i y� "y.. +�M °+�;.F 1. p is yy .. , i i w x .•y.. A. z+,.. ?" 'k-<,. :°".;s _.. .'� ur !' c,a'�. ,•+y,'... •9 y rF` .. '. ..m+•r:..wn'H,.,..•.«..,..+.:«-e,... ,w.w,..a.,, f`W. .w„.ww•a+wee.-». IN, ..: „ gilpi: "`Y`. F". .c•,k ..rs»�ng �T � .. �:-.. ya., l4d' "(�yy' (j' .x 'r ^•r ' y 'a.,. Y:'''n :.... ". t � }��'yp jy`�� S t�F„t 5, S 3 4 .i@ . � ' , , q. 'a, f'" } ;.. .•y .-x 3 a:... , , } 'ww i < 4 s ; •z �."�".. �,. d i , 1 13, � •,_: r *",'`+ „ ��1�� - ,,. .L,., S,.x a ; cz" .•';.,a.,> 5 ,. 4,. t S ,� j °�' S r ... ".24+*. .r,� ',.,. r: "^1. T+.i'.d .'„.... .,: .. r p`� .'.^ ” .. g,} e % r.: s�, �i ,», L ., � ,, _ ,• '' .: t. '. � , ....,.. t* ; ': F ' ' ; •` % f f to I 4 •xu^u.. ve,,*a'' e $ .... t" tia d d iV7 9 F - J y''^ .,,. .,., . - •ew.,w.....,_ ,..- .., wm...._,>,.. :, .:_ ±� a � � t f,q ' i. g^y +', t o " -..,.,.. .: €M', FL 00R :.... -...>w-«m, h ' -«..,,.,w, w.,,,.•:,w+.: a"' ,.,n,,..-...,.w,�,.w.....>»,,. ,. ..,w+«wrw .,-, ... .... .:,»:r,.., {gp ""y pp !g4 ,' .,,• :,.. w, -:a«>.m«..,: ..,.. ,,:m.,.*. „«- W e',*. .. :t g � y. i jrt 4 ^ °moi ZI ,.w++y, 5 ..x .. ^vw is •�, $ : . ,. r+•k •1 _ .n ,« 'r.a �, • ,.•., ,. , ' : a.` „—,. � .g s..: ..- ,q.. yy... .-..t". " xa* ``,.. t'4,. }'F«, ..' . s i ,y - a t : 4e". Aw�fi ...:M w ., I x ...x: a � , . —'&':.> : 4 x ;, o :"�'"-.,r pin :. �,N it t�{�' :g e f Y•. �rF D 8R, .. "•w.. 1 .v x i x _ 4i CIO r , r , 3 #p i Y f! '"A. '`'" ... rTIT , .., x;13^. p'. t y ` , cii i 133.5 FROM CCCL TO EDGE OF EXISTING FIRST FLOOR ENCLOSURE WALL I � � � 1 2"' �.�� ' ` PIPE, lV0 C ' 151.8 FROM «CCCL O TO EDGE OF EXISTING FIRST AND SECOND F — LOOK COVERED PORCH POST AS77AIC, .530,977,— U _ _ 144.2 FROM CCCL TO EDGE OF EXISTING Q SECOND FLOOR ENCLOSURE WALL W { I - +.*mwwiwvar.rv.nuawrsrN:ww,uHe,«swmnw,ww..TM..,.nm�,r,+,rwwwvw'++=o:+a+uw.ms+umu.+,+•wau.r,vaw,r,...• Ty"M.y. h q Z r ya ^` ppq iv+% Hwy g "r��,'�'i,' Ww!, �' LOT 2 IY`Y 5 R ME gf� �,p� ZEE-/ . �R{4p. g v«v+u'> - ''.°*+.+✓.wv✓+rr,rp 1_"'1 x� ' 200.00RESIDENCEW M v EXISTING URVEY WITH KEY DISTANCES NOTED N .� W -- 194.8 FROM CCCL TO O -- EAST EDGE OF NORTH CONCRETE STEPS TO BEACH 190.1 _ FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AT BACK OF BULKHEAD 190.1' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE AND POOL DECK AT BACK OF BULKHEAD 164.5' FROM CCCL TO - - - - _ _EAST EDGE OF 4' HIGH WOOD BOARD FENCE _ 150.7' FROM CCCL TO EAST I _ EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST 137.4' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND U _ - FLOOR BUILDING ENCLOSURE WALL 137.3' FROM CCCL TO EAST EDGE OF 6' HIGH WOOD BOARD FENCE � tv 64 8' FROM CCCL TO FR POSED HOUSE FRONT OF PRO EAS `F G.� », 9,72» 1 74.5' FROM PROPERTY CORNER TO HOUSE FRONT 1 ':- ... PLANTING A ... GRAVEL TooP ASH SHOWER I PLANTING CANTING {[ r� f S g P�}["4"T HVAC nvAC PLANTING „_TRT TT - , — — �m * { t 8 e 72.7 - - - - - - 13.3 y , ,. , . • 27.0 �- 1 r ; ; t �\ - 4 E .. .. '.: _ .. .. „..: ..:- _. — N �� rviAli� PLANTING - `I II gg HOUSEEll PLANTING I '�'� =:." :.,._.:. .a `' ' i S i 4,,,.: t s ' p r . ELIT .. .R PORCH .• ,. /.. :.:«. :. '. '. .. & } .+q e ...sem}±, fil :«.: w .. .l ..... ':. :.. ... ,:, n . w}. m..,aw+e•.�... 2. IML. Y 's - f"rrn.••4`.p. J __ _ ._..a '-_ .. _�o �_ I/ ... / /. I '.. /x/. *fir' ." .. ., :- ..X,li� " r <,. .. ^. : .<^ 3. "'� y Ti i"'- y.°.t a 8 16 32 . . ......., ,. .. PLANTING -'1 ,.... +._... O PLANTING % .k a„ //„ : ;.+„xi ��/ ,,.,�:: ,r,l, ..� ., „ i` � � 1 PORCH ON , __. C '4 t .. .. „- ...:. ":.'. .. EXISTING 4 I I♦�I = f I GUEST HOUSE :. .� ♦ :./�, , :'/ ,. _ i _,,/. /,. ,: — ,. / -'`;/ .., ,:..', .'. .: .`. : fi /if% :/.. � s7.,j ,� t t t TO REMAIN PLANTING TERRACE j '7! .:. : .. . . ... .. 3. / t § * ` r F E L WN I �, � k : 3 { �13FIRE PLAN ” _ PIT LAWN� luj } yi OVERVIEW ' i IE O PLANTING�--ILANRNG EXISITNG. LOWER TERRACE } IPLANnNc k 138.2 FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR BUIL10 DING TO REMAIN i 6 100 "Rip 'jvL _ _ _ ENCLOSURE WALL _ _ 151.7' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST - ($ �w.m t5 el 4-5 { I 10-10-17 �� , � E"A174.4' _ - U FROM CCCL TO EAST EDGE OF SPA 191_5' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL I NOTES: -tiII I 1 . THESE STANDARDS I DESIGN ESTABLISHED DRAWINGS ARE IN COMPLIANCE IN SECTION 6213-33 WITH OF AND POOL DECK AT BACK OF BULKHEAD" THE FLORIDA ADMINISTRATIVE CODE, 12-01-17 192.0' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE - - - - 2. ALL ELEVATIONS REFER TO DATUM N AV D 1988 196.3' FROM CCCL TO EAST EDGE OF SOUTH CONCRETE STEPS TO BEACH LOT 2 NiESA E T01 C31DEC AR -0010382 PROPOSED SITE PLAN WITH KEY DISTANCES NOTED 4YR" I LINUL c Xu 64.8' FROM CCCL TO FRONT OF PROPOSED HOUSE �' -— I ------- mom - IRO FOUND 4 �2 oilv P/PE4r L8664.5 74.5) FROM PROPERTY CORNER TO HOUSE FRONT C ONC CONCRETE DRIVEWAY TO MODIFIED AND COVERED WITH NEW TRANSITION NCE TR"ITION WHITE WOOD FENCE TO CONTAIN PT 6X6 POSTS ASSIST IN COLLECTION OF STORMWATER PROVIDE 12X12 CATCH BASIN RIALS HERE CONSIDERED TONE TILE WITH BRICK PAVER INSET E BURIED MIN MAX 6' CENTERS j NEW 4' HIGH WHITE ALUMINUM PICKET FENCE WITH 3' T SSIO DRY WELL 6" BELOW SURFACE OF PLANTING AREA TO CONSIST OF NEW 4' IGH WHITE BOARD FENCE ED T STONE 1� VER 2 THICK FRANGIBLE , W� _=E POOL ENCLOSURE GATE. STEP FENCE AS REQUIRED WITH P OX te P I PROPERTY LINE NEW 6' WHITE BOARD FENCE CONCRETE WAL A WITH 3'IPOOL ENCLOSURE GATE SLOPING GRADE LIMIT FENCE HT TO MAX r, AT (ZTPP-Z A R . 3'X3'X6' OF GRAVEL WRAPPED IN GEOTEXTILE FABRIC. )s NE IILE AT STE t + 18 4 10 CONCRETEDER 1 T71 7 �'_ STEPS WITH POW TAWM COATED ALUMINUM RAILING TO MIM , IC. L —L—T-1 115 BUT REPLACE EXISTING 16 + -_Now 60 POOL DECK TO CONSIST OF STONE + TILE SET OVER 4* THICK rKANbILILL 4f// IJ +15 T�' + CL LINEAR DEC DRAIN TO COMPACTED FILL DECK SLOPED TO _p PLANTI LARG CLARENCE POOL DRAINS TO CONVEY WATER TO 01-0-1, AND N BRICK PIERII DRY WELLS AT PLANTERS 4 - II - HCIOSE CONVEY TO DRY WELLS z 5' B LLJ AT PLA RS i RAVEL . BEDS LLI TO SUPPORT _X6' A WRAPPED IN GEOTEXTILE EXISTING GUEST HOUSE PORCH F NEW POOL ENCLOS� PLANTING "E' +1 T- R/o JRE < 'L 41 err 14TV I 1 i fiqr' EXISTING GUEST HOUSE DRIVEWAY TO REMAIN. COVER MATERIAL MAY BE PROPERTY LINE PREGASI CAPS CAPS OVER BRICK PIERS __L__ 4__ Ww Z" + 16 + 15'- I DRY 4j 1 4' 9 W LINEAR POOL DECK DRAIN AT BACKSIDE OF BULKHEAD TO DIVERT STORMWATER TO NORTHERN DRY WELL EXISTING DRIVEWAY CG 16 L 4' HIGH WHITE BOARD FENCE WHITE 5' WOOD GATE AND FENCE W --- - ---- + PLANTING PLANTIN • O j G4 +16'- 4' HIGH AUTOMATIC FENCE GATE PLANTING + 16� G GRAVEL J!PLANTING 1+ ELEVATED CURVED PLANTER WALL WITH BRICK VENEER AND STONE CAP 5' BD FENCE C)C TOOP 4 SHOWER T AC 7`1 i HV DRY WEL + I STONE TILE VEN 7"+16'-_ul P000 mu It �d 2 14' -4'-71 9 + + L8 0 )s NE IILE AT STE t + 18 4 10 CONCRETEDER 1 T71 7 �'_ STEPS WITH POW TAWM COATED ALUMINUM RAILING TO MIM , IC. L —L—T-1 115 BUT REPLACE EXISTING 16 + -_Now 60 POOL DECK TO CONSIST OF STONE + TILE SET OVER 4* THICK rKANbILILL 4f// IJ +15 T�' + CL LINEAR DEC DRAIN TO COMPACTED FILL DECK SLOPED TO _p PLANTI LARG CLARENCE POOL DRAINS TO CONVEY WATER TO 01-0-1, AND N BRICK PIERII DRY WELLS AT PLANTERS 4 - II - HCIOSE CONVEY TO DRY WELLS z 5' B LLJ AT PLA RS i RAVEL . BEDS LLI TO SUPPORT _X6' A WRAPPED IN GEOTEXTILE EXISTING GUEST HOUSE PORCH F NEW POOL ENCLOS� PLANTING "E' +1 T- R/o JRE < 'L 41 err 14TV I 1 i fiqr' EXISTING GUEST HOUSE DRIVEWAY TO REMAIN. COVER MATERIAL MAY BE 1 8 7T. 4 432 1 FE? jag rn Lew NJ If- - ' V)" z + 0 GRADE o d C) PIN LE 19' tT 0 WHITE 4' HIGH BOARD FENCE WITH BLUE 4' FINIALS I FENCE POOL ON BRICK PIERS r= 2 z All 11-1*�F c 0 9 31 4 +L. t-+ 1 �97_ LLJ j, POR 16' 0 + 11L� 3/4" J '/. I s x NEW POOL WALL 4' MIN ABOVE LOWER dl� 17 =7 PLANTING POOL ENCLOSURE. 4" r.WL. +I E�� PLA'NTIN� CMUTMNrD + POR1 H NEW POOL WALL SEI AT BACKSIDE OF low amovow L wi -T- -r 7�e f EXISTING BULKHEAD WALL TO REMAIN J EXISTING 111IJ U==w STONE TILE AT ST: -PS NEW FRANGIBLE WALKWAY AND 14- 1 r,'- 1�1 GE CLARENCE URN CAP 3 BRING BULKHEAD HEIGHT GUEST HOUSEt 9MF 7H -F LEVEL WITH POOL ENCLOSURE WALL EXTENSION AS STONE TERRACE EXTE PLANTINOVER G BRICK PIER TO REMAIN TILE SET OVER FRANGIBLE 2- '4 PLANTIN5 DRY WELL �*F A THICK SAWCUT CONCRETE. SEE -5 TERRACE WALLS FLANKING 4' HIGH ALUMINUM FENCE DETAIL I P 3/4" 3.7' 16 AND GATE STAND MIN. 4' ABOVE WALKING STONE TILE AT STEPSSWRFACE AS POOL ENCLOSURE I - + 1 -2'-7" mu L/�WN 41- 10" "I gki 6'- oi� - I. 14'- 4' -7 --UNDER STONE -3 PROPOSED CONTOUR LINES + 1 6,-W-2'- 6" 7 _2'-6 +1 THIN CUT BRICKFVENEER �3 COPING CAP AT THIS POOL. wml GRADES REFER TO DATUM AND DISTANCE FROM 'N 0" � P-5 01 TOP OF FIRST FLOOR CONCRETE STEPS WITH ALUMINUM —791 t In n —7, 2'- 9 C) MINOR FILL TO EXPAND CONCRETE SLAB LAW AREA BUT 6'- (!�-2 9" + 16' RAILING TO MIMIC BUT REPLACE EXIST2nPAINAr.r, PATTERN ti i Ill rj IF ; � . FP1 + U-� EXISTING. MAINTAINED. I F 1 1 - i -,j 1.2 +14 3" LINEAR POOL DECK DRAIN AT BACKSIDE 6 x 'I ()'t I + 16'- 2'- OBELIS WATER JAR WATER JAR LAWN OF BULKHEAD TO DIVERT STORMWATER FOUNTAIN FOUNTAIN GH WALL TO SOUTHERN SWALE +16 - -3'- 3 +16 - 3'- 3 13'- 5'-9 4' HIGH WHITE POWDER COATED FRANGIBLE ONRY WALL WITH THIN CUT BRICK VENEER AND ARE PIT AS POURED CONCRETE RING WITH STONE TOP ALUMINUM PICKET FENCE TO ACT AS STONE TILE TO REFLECT POOL WALL, WILL ACT IN PART AS + 15 -c' 4'- 3 SURROUNDING GAS FIRE RING BURIED IN BED CIF PORCELAIN GUARD TO UPPER YARD STONES. INSTALL LIGHT SHIELD DURING TURTLE SEASON. POOL ENCLOSURE AND GUARD TO UPPER YARD. EXISTING :LOWER _ PLANTING 3' 3'- 3 PLANT11 G 15'-!4- 4'- 3 +1 7" +15' -*-4' -3" 'Y LINE PERCOLATION TERRACE PR PERI PLANTING SWALE TO COLLECT STORMWATER RUNOFF FOR PERCO 10 + 14'4- 5'- 0 " I - THROUGH SANDY SOIL TO REMAIN PROPERTY LI F 4' HIGH WHITE WOOD BOARD FENCE ALONG SOUTH PROPERTY LINE PROVIDE 4' HIGH WHITE PDWDER COATED 18' HIGH BRICK VENEER BENCH WITH STONE CAP FLAKED BY ALONG SOUTH PROPERTY LINE PROVIDE 4' IGH WHILE POWDER COATED ALUMINUM PICKET FjqCE TO ACT AS POOL EXISTING BULKHEAD WALL TO REMAIN POOL 42* HIGH CERAMIC OR CAST STONE SELF-CONTAINEDOUNTAINS '3 WITH POOL ENCLOSURE GATE 2 FP2 G STONE WALL EFFECTIVELY ACTS AS 4' HIGH POOL ENCLOSURE. UNDISTURBED WITH RECOVERY BASINS RECESSED INTO STONE PEDESALS 1.2 IMP 1PON CONC,RF 7 138.2' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR�`� � V, A F BUILDING ENCLOSURE WALL NFITE1 TlHESE DESIGN DRAWIGS ARE IN COPPLI NCE -WITH STANDARDS D ESTABLISHED IN SECTION CD B-33 OF THE LORIDA ADMINISTRATIVE CODE.' 151.7' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST N 74.4' FROM CCCL TO EAST EDGE OF SPA II 191.5 FROM CCCL TO EAST EDGE OF PROPOSED rUUL WALL A 192.0' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE 196.3' FROM rPr[ TO EAST EDGE I H ( -"I\lf 'Wk IL- CTCDc Tr, n r- A n I I PROPERTY LINE W Ww Z" 4' HIGH WHITE WOOD BOARD FENCE W WITH GATE EXISTING DRIVEWAY CG APRON TO REMAIN W N¢ �H 1 8 7T. 4 432 1 FE? jag rn Lew NJ If- - ' V)" z + 0 GRADE o d C) PIN LE 19' tT 0 WHITE 4' HIGH BOARD FENCE WITH BLUE 4' FINIALS I FENCE POOL ON BRICK PIERS r= 2 z All 11-1*�F c 0 9 31 4 +L. t-+ 1 �97_ LLJ j, POR 16' 0 + 11L� 3/4" J '/. I s x NEW POOL WALL 4' MIN ABOVE LOWER dl� 17 =7 PLANTING POOL ENCLOSURE. 4" r.WL. +I E�� PLA'NTIN� CMUTMNrD + POR1 H NEW POOL WALL SEI AT BACKSIDE OF low amovow L wi -T- -r 7�e f EXISTING BULKHEAD WALL TO REMAIN J EXISTING 111IJ U==w STONE TILE AT ST: -PS NEW FRANGIBLE WALKWAY AND 14- 1 r,'- 1�1 GE CLARENCE URN CAP 3 BRING BULKHEAD HEIGHT GUEST HOUSEt 9MF 7H -F LEVEL WITH POOL ENCLOSURE WALL EXTENSION AS STONE TERRACE EXTE PLANTINOVER G BRICK PIER TO REMAIN TILE SET OVER FRANGIBLE 2- '4 PLANTIN5 DRY WELL �*F A THICK SAWCUT CONCRETE. SEE -5 TERRACE WALLS FLANKING 4' HIGH ALUMINUM FENCE DETAIL I P 3/4" 3.7' 16 AND GATE STAND MIN. 4' ABOVE WALKING STONE TILE AT STEPSSWRFACE AS POOL ENCLOSURE I - + 1 -2'-7" mu L/�WN 41- 10" "I gki 6'- oi� - I. 14'- 4' -7 --UNDER STONE -3 PROPOSED CONTOUR LINES + 1 6,-W-2'- 6" 7 _2'-6 +1 THIN CUT BRICKFVENEER �3 COPING CAP AT THIS POOL. wml GRADES REFER TO DATUM AND DISTANCE FROM 'N 0" � P-5 01 TOP OF FIRST FLOOR CONCRETE STEPS WITH ALUMINUM —791 t In n —7, 2'- 9 C) MINOR FILL TO EXPAND CONCRETE SLAB LAW AREA BUT 6'- (!�-2 9" + 16' RAILING TO MIMIC BUT REPLACE EXIST2nPAINAr.r, PATTERN ti i Ill rj IF ; � . FP1 + U-� EXISTING. MAINTAINED. I F 1 1 - i -,j 1.2 +14 3" LINEAR POOL DECK DRAIN AT BACKSIDE 6 x 'I ()'t I + 16'- 2'- OBELIS WATER JAR WATER JAR LAWN OF BULKHEAD TO DIVERT STORMWATER FOUNTAIN FOUNTAIN GH WALL TO SOUTHERN SWALE +16 - -3'- 3 +16 - 3'- 3 13'- 5'-9 4' HIGH WHITE POWDER COATED FRANGIBLE ONRY WALL WITH THIN CUT BRICK VENEER AND ARE PIT AS POURED CONCRETE RING WITH STONE TOP ALUMINUM PICKET FENCE TO ACT AS STONE TILE TO REFLECT POOL WALL, WILL ACT IN PART AS + 15 -c' 4'- 3 SURROUNDING GAS FIRE RING BURIED IN BED CIF PORCELAIN GUARD TO UPPER YARD STONES. INSTALL LIGHT SHIELD DURING TURTLE SEASON. POOL ENCLOSURE AND GUARD TO UPPER YARD. EXISTING :LOWER _ PLANTING 3' 3'- 3 PLANT11 G 15'-!4- 4'- 3 +1 7" +15' -*-4' -3" 'Y LINE PERCOLATION TERRACE PR PERI PLANTING SWALE TO COLLECT STORMWATER RUNOFF FOR PERCO 10 + 14'4- 5'- 0 " I - THROUGH SANDY SOIL TO REMAIN PROPERTY LI F 4' HIGH WHITE WOOD BOARD FENCE ALONG SOUTH PROPERTY LINE PROVIDE 4' HIGH WHITE PDWDER COATED 18' HIGH BRICK VENEER BENCH WITH STONE CAP FLAKED BY ALONG SOUTH PROPERTY LINE PROVIDE 4' IGH WHILE POWDER COATED ALUMINUM PICKET FjqCE TO ACT AS POOL EXISTING BULKHEAD WALL TO REMAIN POOL 42* HIGH CERAMIC OR CAST STONE SELF-CONTAINEDOUNTAINS '3 WITH POOL ENCLOSURE GATE 2 FP2 G STONE WALL EFFECTIVELY ACTS AS 4' HIGH POOL ENCLOSURE. UNDISTURBED WITH RECOVERY BASINS RECESSED INTO STONE PEDESALS 1.2 IMP 1PON CONC,RF 7 138.2' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR�`� � V, A F BUILDING ENCLOSURE WALL NFITE1 TlHESE DESIGN DRAWIGS ARE IN COPPLI NCE -WITH STANDARDS D ESTABLISHED IN SECTION CD B-33 OF THE LORIDA ADMINISTRATIVE CODE.' 151.7' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST N 74.4' FROM CCCL TO EAST EDGE OF SPA II 191.5 FROM CCCL TO EAST EDGE OF PROPOSED rUUL WALL A 192.0' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE 196.3' FROM rPr[ TO EAST EDGE I H ( -"I\lf 'Wk IL- CTCDc Tr, n r- A n I I N E S 4' 81 16 ENLARGED FDEP SITE PLAN WITH GRADIN 1.1 10-10-17 12-01-17 J DUFRFE III � ANHITECTj A 0 38 �O W Ww QU U W W W CG W N¢ �H O G4 N E S 4' 81 16 ENLARGED FDEP SITE PLAN WITH GRADIN 1.1 10-10-17 12-01-17 J DUFRFE III � ANHITECTj A 0 38 I 196.3' FROM CCCL TO EASTERN EDGE OF CONCRETE STEPS TO BEACH N N p 190.1' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AND 4' ALUMINUM FENCE AT BACK OF BULKHEAD 174.4' FROM CCCL TO EAST EDGE OF SPA U 164.5' FROM CCCL TO EAST EDGE OF 4' HIGH WOOD BOARD FENCE I ix ' U - - - 150.7' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST 137.4' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR BUILDING ENCLOSURE WALL I I I I I I a c/) � j w - - _ _ 137.3' FROM CCCL TO EAST EDGE OF 6' HIGH WOOD BOARD FENCE I W �W W U - - - 64.8' FROM CCCL TO FRONT OF PROPOSED HOUSE I I I ( I I Q W U z! W 60.0'- -------- NAVD ----------_- --_ ----_--:--- ----- -------_--- ----I ---- : - ----- - -- _ ------`-------------------------1 N�VD _Z ----------,-1------------ -----_ 6II,A' ' V1 - - _---__ _-.---____-._---_ ry N --------- - --- - NEW HOUSE-_ —.__._—__.— j,+0=2=1/2" _ _ -- — +50 -2 1 2 _ - -- --- _._. . Q -- - - - ----- _ -- — W O -- ,- 7-�t -- - ' CIA w --_ _ ----- --_ -- ---_- -- --- - _ _ +� �=� 3/ -------_------- - -- -3 3 ------------------------- ---- -------------- 4-NAVD NAVD Z Q+4 w a ------ - - —, — ----- LiU _ EXISTING GUEST HOUSE _ �I Em l I'll 'Ii I 1 ---i — _ _ — _ - 30.0 _ _ _ ruin _]i � -- _ .. __ - _ _..�- - - » -- - _ _ -_---- -- - ------ - — - NAVD - u 'i '�� i i i I _ ��:-� I l -_ - r -- NAVD ___ _ -- _ _ _ — NAVD f- - - POOL _ I » — -- -- _ __. - —- , . -__ - - 15.0 _- NAVD._ _ --- _ --- .__ - � :-: � - _ - -C __ a <, ._: �`_ ' _-_ - _, --- _ - . -_ I I — -. _ -_ +16'-5" — _ - _ - _ - _ _ - � ------------- _ ..__ - I _--._-- - m- - a _75_D� _ - - �- -_ Y - - - _ _ - - - _ - -. _ m.... - __._ .�._ -- �-�� - - - -� - - - - - - _- NAVD —_ --- -----_ NAVL2-_ _— - --_. ___-. _-__._- --...__-----_ _.. __ ..� .._._..--------- ---- _ -- --- - - - '---------------------►--- - - - - - - -- - - - ---_ -- NAVD I NAVD - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - _ --- - - - - - NAVD NOTES: DASHED LINE REPRESENTSSITE PROFILE BEFORE IRMA AND DUNE RESTORATION 100 YEAR STORM WAVE CREST ELEVATION AT 16.4' NAVD '88 PER DUVAL R048 1. THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 6213-33 OF THE FLORIDA ADMINISTRATIVE CODE -20.0' I_ NAVD --------------I__--_--I _ __ --__ - - - - - - - - - - - - - - - - - - -_--_-- 2. ALL ELEVATIONS REFER TO DATUM NAVD 1988 FILL UNDER HOUSE CUT AT POOL NAVD EXISTING GUEST HOUSE TO REMAIN 21.4' PROPOSED NEW HOUSE AND POOL CUT AT 60 OF 16" AUGERCAST PILINGS SOLID LINE DEPICTS EXISTING GRADE PROFILE AT CENTERLINE OF PROPERTY EXISTING CONCRETE BULKHEAD AND PATIO TO REMAIN UNDISTURBED O PROPOSED SITE SECTION X Q �o 6' HIGH BOARD ON BOARD FENCE W/ 6X6 PT SYP NO. 2 POSTS AT 6' CENTERS "DONUT" BURIED 4' INTO EXISTING GRADE STABILIZED BY W CONCRETE FOUNDATION EXCAVATION NOTES: Q SECTI❑N SOUTH FACE NORTH FACE ALL SAND MATERIAL EXCAVATED FROM EXISTING SITE SHALL BE RELOCATED AND UTILIZED AS EXCAVATION/CUT QUANTITIES SEAWARD OF FILL QUANTITIES REQUIRED SEAWARD OF CCCL U W - CLEAN COMPACTED FILL SEAWARD OF THE CCCL CCCL 52 9" - Ln 1X6 2X6 PROVIDING THE SAND QUALITY MEETS DEP w _ 2X6 REQUIREMENTS. AS CUT /FILL IS HERE ENVISIONED TO BE BALANCED, ANY EXCESS FILL EXCAVATION/CUT FROM AUGERCAST PILES= 142 CYDS FILL UNDER HOUSE PAD AND POOL DECK= 259 CYDS 1x6 �L" WILL BE USED TO AUGMENT SAND DUNES AT OCEANSIDE OF EXISTING CONCRETE TERRACE ATtZ EXCAVATION CUT FROM SWIMMING POOL= / 124 CYDS FILL FOR SITE GRADING= 16 CYDS DIRECTION OF F. D. E. P. FIELD REPRESENTATIVE. I I EXCAVATION/CUT FROM PERIMETER FOOTINGS= 9 CYDS tY 20 DIAM X 2' DEEP CONC ETE EXCAVATION/CUT TOTAL EXCAVATION CUT PROPOSED= 275 CYDS TOTAL FILL REQUIRED= 275 CYDS EACH WAY, ; 'DONUT" THROUGH 6"X6" POST FOUNDATION NET IMPORTED FILL REQUIRED SEAWARD OF Y L AR �L CCCL= 0 CYDS I=III=!11=III =1 i 1=1 11=I 11=III=III= 1=1 I I=I ! I -I 1=I 1=1 11=I I: -1-i1"T ill=1 III _ 1=I 1=i I!=I ! != I!=I !!=11 I= I=! I I =1 I! 1 =I i IHEI I I .( I_I IIi=1 11=1 11=1 I t =.I_ =III=III=III=III=11 t=III=111=I I I=I I I=11 !- 1 I 1=1 11=1 I IEI 1 1El 11=1 I!=1 11=1 I IEI I IEI 11= ! ! i�l 1 1 III_"' _1 11=1 11=1 I III=III III=III=III= 1=1 11= 11=1 11=1 11=1 I =III=I I I=I I I=111�111-I I I=I I I=III=I I I=I I I= !=1 11=1 11=1 11=1 I !=1 ! 1-=1 11=1 I II 11=1 11=1 1- 711 I -I I I=1111 i-1 11=1 I 111 -I 11=1 I IEI 11=1 1 1= I I I-1 11=1 11=1 11.=!_ X111=1 11=1 11=1 i 1=1 I!=1 11=1 11=1 1=1 11=1 I I; I 1=1 11=1 11=1 11=1 I I=1 11=1 I IEI 11=1 11=1 1 1= =11 I =1 1=1 1- 11=1 I IEI 11=I_: ! I 1=11 I IIIEI I IEI I IE ! 1=IiI- 11=1 11=1 11=1 I i 1 I!-1 11=1 I I=d I IEI I I-1 I I-1 11=1 11=1 11=1 I I I I I-1 I I I-1 =1 11= 1=1 I Ei I II i I=1 11=1 11-- III=1 1=1 i=1 I !_; i i=1 11=111=1 I IEI I IEI 11=1 11=1 I IEI 11=1 11=1 11 11=1 I I=1 11=1 11=1 I I=1 I I=111=f 1 1=1 I=1 11=: 1=1 I I 1-; ElII=1 ---I i=1 11=1 11=1 ! I- =1 11=1 1=1 11=1 -111=1 11=1 11=1 i 1- •' ! I!=1i 1 111=1 I IE 1 11==i I=1 I--_ -BURIED T'�P I11-! I II I IEE _i=1 IEI IEI 11=1 11=! I I-1 11=1 I I-! I I =1 I IEI 11=1 11=1 I IEI I 1-=-I 11=1 I IEI I EI I =1==' � IEI I =I1=1 11=1 11=1 I ml 11=1 11=1 I !El I I =1 11=1 I 11=1 11=1 I I =1= Ill I IEI 11iIII i_I =1 11=11! I I 1I I I 30 STAINLESS STEEL GAS FIRE RING IN CERAMIC STONE ATOP GRAVEL BED » 24 HIGH REMOVABLE STAINLESS STEEL LIGHT SHIELDING SCREEN AT EASTERN HALF OF PIT WALL. SHIELD TO REMAIN IN PLACE FROM MAY N I I II I I=1 11=1 11= I I I=1 I!=1 I IEI ! 1=1: 11=1 I IEI I I=I I I=I 11=1 1 1El I =1 I I -I 11- ! I I=! I I=1 I IEI I I=1 I IEI I I=1 11=1 I I=1 I I=1 11=1 =1 I FEI I �EEI I I-1 I.-, -111=1 I I=1 11=1 11= I __:I ! -,-_ I I I I I=I I -I I !- ! I=1 11=1 I I=111- -I I I=I I IEI I!=I I I=I 11=1 =I I=i == iEl I= =1- _-- I I I I I IEI I III I I I_I i 1=111=1 I I I I Iii I -_= III I I IEI III -III I I FOR DRAINAGE 1' o" 1 THROUGH OCTOBER 4' 0" 1'-0" BER 31. W E 11=1 I i=1 I IEI I IEI 11=1 11=1 11=1 11-- _ _ _ _ _ !El 11=1 11= i i 1-' _ - I I 1=1 I 1=1 I IEI I 1=1 I 1=1 I 1=1 I IEI I IEI I 1=1 11= =1 I 1=1 I 1=1 I I „ _ _ _ __ I I I=1 i =1 I I -I 11=1 _ =1 -I=1=1 1=1 I=11(=1 I I=1 I t=1 11== _ -' 11=1 i t=1 I I=1 I I=1 I IEI 11=1 I I=1 I I=1 I I=1 I IEI I =1 I I-1' ;III=! _ f l l=1 i I I I F=1 I IEI I I. -_' -! 11= I I=11 I=1 I I=1 l_ 11=1 i' =1 I=-_-____ =1' III=1 I hI 1=1 I I-IIi-I I I_I I I_i I I--, !==1 I I=1 I I=1 I I=1 I I=! I I=1 I I=1 I I=1 EMI 1=1 1= I __- _ IEEI I11 III -III != 11= I II 1SCREEN. - - - - „ o 4' 0„ 0" 4 0 2 0 \9� PRECAST STONE CAP WITH RECESSES To RECEIVE POSTS ATTACHED TO LIGHT SHIELDING S I I 1={ I I=11 I=! I _-- _ II 1=1 11= i I 1=1 11=1 i ! !--iii=! ! I-Ill-III=1 I=1 I I=111=1 I I=! ! !- `_ _ =-- s - _ - _ - _ i I III I I i Iii i I i I I i Iii i i III _ =1 1= I i=I i I =, II_ I--_ -. --111= _ _ III i11i _ _ __ _) i I-- i i I I I I I_I _ _ _ _ _ _ _ _ _ - - _ I (I i I-- IIII III III III III III III III !IIII i1=iIi I I I_I-III-1 11=1 11=1 11=1 - _I -1 I I=1 I II -ll I _ I SCR PROVIDE PLUGS TO COVER HOLES 43 _ - - _ _ _ _ _ _ _ - _ _ - `- - - - ;- : ,_II 11 11 611 -i -I - __II I I_._ _ _ _i I I-! I! I I - LP GAS SUPPLY LINE WITH READILY AVAILABLE SHUT OFF VALVE AND CONTROLS PER MANUFACTURER RECOMMENDATIONS. 4 WHEN SCREEN NOT IN USE. 2'--6" WHITE PAINTED THIN BRICK VENEER OVER THIN -- - - STABILIZED SUBGRADE, NON -PLASTIC, 8� 16' 32 -- - INORGANIC GRANULAR SOIL COMPACTED TOAINI SECTION AT 6 HIGH WOOD FENCE SET MORTAR OVER 9 THICK CAST IN PLACE DENSITY OF AT LEAST 95% OF THE PROCTOR F 1 io " CONCRETE RING W/ #4 @12" EACH FACE _ -� MAXIMUM DRY DENSITY (ASTM D 1537)" 4 EXPANSION JOINT '� , I�- � i I I i I r i j ) I' ' ! ' I ' I ! ! ! i ` THIN BRICK OR STONE il, IN I E= - I _- » - _ � - � _ - - ! I 1=111=1 I i=11 iyl I !=1 I !=1 I i=1 I ! 1 ! 1= � l , TILE THIN SET OVER 2" CONCRETE SLAB=:I I i i l i � , ' ; � _ _ - � � - - - - _,-__- �' I I ! i - - I I, I I I, I ,� I� �� i�' I -I I_I I i=i1�=i i 1=11_ 1-1 I-!I!_!1�-III =111=1I� 4' HIGH BOARD ON BOARD FENCE W 6X6 PT SYP NO. 2 POSTS / ' > 1 2 4 AT 6' CENTERS BURIED 3 INTO EXISTING GRADE STABILIZED BY - - -I'! -' I 11=11�=11�=11�=!I�=Iii=111=!11-1 � I- i; � i ! i' I 1 i I I ! I ;Ii , CONCRETE "DONUT" FOUNDATION i I=1 11=1 11=1 11=1 11=1 11=1 11=1 f 1=1 11=1 11=1 I!=1 11=1 I I 11=1 11=1 i 1=1 i 1=i 11=1 11=1 I I-1 SOUTH FACE SECTION NORTH FACE Lj !!=111=111=III=III=11!=111=1ii- �l 1�„-!11-i1^iii=1!l-!!i-!!i=i!I-III �' I I II I I I I� I I I�� i i I Ii j'' � '--=' 11=1 11=1 11=1 I J-1 11=1 i I= -- — �Ti1I1111111!ii��!►1Illl�1!lilii111!!111i�!i�l!�!Iill�►i�i111!�!i�iTl!�!Ti��l FP1 SECTI❑N AT FIRE PIT 52 _- x_- FP1 FDEP - 1X6 2 6 _. 2X6 -� STONE OR THIN BRICK PAVERS SITE SECTION PRECAST STONE CAP OVER SHORE 1 __ OVER FRANGIBLE 2" CONCRETE WITH CUT/FILL SLAB 1 -6 WALL OF CALCULATIONS 1-#4X14", EACH WA N 20 DIAM X 18" EITHERPERPENDICULAR POU ED INRVED PLACE CONCRETE TODMATCH FIRE PIT OR TWO WYTHES OF 8" CMU OVER THROUGH 6"X6" POST DEEP CONC ETE - -- -- - -- FIRE PIT REINFORCED CONCRETE FOOTING NOT TO "DONUT" _ J EXTEND BEYOND PROPERTY LINE. REINFORCING =�T1�TT= -1 l�fif_Tfl_=' 3" L R �; FOUNDATION T - ill- --; - ; - FIRE PIT LIGHT SHIELDING SCREEN _`� ' TO BE DETERMINED. 1,02 --HT1=�Tr=CIS _ _ I i_I � I it III I I _ ._: w i_i I i_I ! 1=.11 !=1 I I=1 I I=1 I I=1 I I=1 I I-! ! _I ; _ _ _ _ _ _ _ _ I _ -� _ �- -- _-, _ .I I !=1 ! I=1 ! I=! I -_ _ _ _ =I = _ ' __ _ _ __ _ ' _ ' ,_ � I _ _ I I I II I IIi II II !II lil iii lil III Ii1 Iii lil Iii ISI-lil-iil i—IIi_l 1 i11—i11 - -Tf=fl ! i= - _111_111 li - _ _ N --ili__i11-111— _Ili_IIi_II!-_111--!II—!11_!11-111—!li_l1! - !--i11—! , !II—!11-11,—I ,I1-111—II!—IIi—i11-11_111—II1=111=!Ii=; = ! = _ _ _ _ _ _ = I III III 1111! III III III III I I � 111=!11=i i = = III _III I BENCH a .v: WHITE PAINTED THIN SET THIN CUT BRICK 10-10-17 _ >-111 I I_ __I..�.�,•; i I El 11Ei I I=11 I.1=1 11=1 11=1 11=1 11=1 11=1 I IEI 11=! 11=1 11=1 i l F II I-1 11=1 I I --1 I i 1=1 11=1 -1 - VENEER OVER WALL. _ = IEIE-11 i_ - III I I II , =1 I I=1 I 1=1 11El I El - I - _ _ _ I I I I I I i I III III III- -_ _ _ == = = _ =1 _III -III --III ; I II III III III 1 I I-1 I I-1 11=1 III=1 i I=1 11=1 11 =1 !,_ = _ =1 wT 1 i III III I 11=1 11=! 11=1 11=1 11=1 11= I I 1=1 1=1 11=1 11=1 -I 1=1 1=1 I __ I_ III III III III I 1=III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I_I I I -I ! _ _ _ _ _ 1=1 11=111= f =1 i__- III Ill L I I hI II III, _-1 I! I III 11!-I_)_I I -Ill -I I !_III -1 I I_I I I--I-,,.I _; I i -I ! I-IIi-III- =1 11= I = _ = I- - - - = - _ _ _ - _ IEI III I I -1� III -I I I_(I !_III III III ill=1 I I -I i _ __ III -I ! i -i I I III- -_ I 1 12 -12 -17 _ __ IEEI IEEI 1 I I I, III: =l 11=1 11=1 I IEI 11=1 11=1 11=1 I! EI 11=1 I F 1 I 1== III III 11 I 1=1 1=1 1=1 11=1 I l=111=1 11=1 11=1 11=1 I I=1 11=1 ! 1=1 11=! 11=111=1 11=1 I _ _ _ _ _ _ _ _ _ _ _ :=1 1=1 11=1 I IEI 11=- i=1 11=1 i I i 1=1 11=1 I !.-i 11= ____=___ =i _ _ _ _ _ , _., I I i 1=1 I I-1 11=1 11=I =-1 11=1 I I= 11=1 11=1 I -- I I III I! I I I! I IIi = 1 -,1 11=1 I l=1 I!=1 1 1El I 1-1 I I=1 I IEI 11=1 11=1 I i _' __' i I I III III =1 11=1 I I I I F P Z 1,z _ _ I! -I I I I! I ti ` __ J :I 11=1 I_l I I i -I = _. II f I -f 11=1 { I=1 I I-=1 i 1-iIi-I i 1=! i 1=1 11=1 11=1 11=1 � i�l 11=1 11=1 11=1 11=1 � 1=iii-1 _ _ _ _ _ _ _ _ I I_I 11=! I I __III__ ;_I_i 1=1 I Iii i I-11 I-i.=tel 11-1 11.=1 11=1 11=1 11=1 ! 1=1 11=1 ! I_, i I -i i 1-1II!=1.11=1 _ _ - _ _ _ _ _ _ = _ I , I I_ _ _ - = I= = = = _ =1 = = = = _ _ - �--III-III _ ; i i -I I 1=IIi I I I ! 11= , =1 t - _ ill I `III=1 I =1 I JA V ;tFj?EE III STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TOASECTION DENSITY OF AT LEAST 95% OF THE PROCTOR AT 4' HIGH W ❑ ❑ D FENCE F 2 PLANA' C FIRE PIT PLA1 S E C T I O N A T FIRE PIT BENCH � AR -0010382 MAXIMUM DRY DENSITY (ASTM D 1537) V F P2 , r ,00M il CIA M 00 ` 84 SF PLANTING 45 SF PLANTING H N ` r - C/) O C) r i �� , r �z WZ4-ah* 44 n F" x w �� F I f X 1106 S F PLANTING W Q Cn (� � rz, W N d- ry. � tt. 171 SF 186 F s w W a PLAI TING PLANTING .. .: yn , a J, ,lj N1 # '17,678" SF TOTAL SITE AREA sir_ h 7EP Z' N 14,009 SF TOTAL OUT E SOF 492 SF tk PERVIOUS AREA PLANTING LESS PLANTING AREAS OF Ill } 170 SF ..TM W w PLANTING M,186 �. v �:�, JI I1 •M -._ x. ml- , :-_ w 67 SF 06 SF 7 ., 6 r SF PLANTING4.92 SF , SF 17j/ SF s , 0 SF , 39 x 8 SF r• , 39 SF � � 4 5 SF — � nNI G wu r 360 S -1,649 F OF EXISTING w {,9 y I ERVI S AREA W O _ _ W EXCERPT OF TOPOGRAPHIC SURVEY SHOWING EXISTING IMPERVIOUS AREA � W WU TO ASSIST IN COLLECTION OF STORMWATER PROVIDE 12X12 CATCH PIPED TO DRY WELL 6" BELOW SURFACE OF PLANTING AREA TO CONSIST BASIN OF APPROX. 3'X3'X6' OF GRAVEL WRAPPED IN GEOTEXTILE FABRIC. W M --I J �� -.\ PLANTING _ - �_ `��✓-- —_ _ _ J _ ._ DRY WE ❑ I PLANTING PLANTIN _1. LINEAR POOL DECK `DRAIN AT BACKSfDf OF BULKHEAD TQ' DIVERT. STORMWATER TO NORTHERN DRY WELL o TOTAL SITE AREA: ! CANTING ____ STOOP �� j II TR 'SH HVAC - 9 F GRAVELiTi HVAC 9 F _ PLANTING DRY •' .._ . _ 1 7,678 ..SF 'WITHIN - _ 7_- _L . - _..... o , _ - - — - — — _ _. _ - /�/�✓ ,, ;. /✓,/ri tej Iy//✓r ,. /rr/✓ .. 1 � . TA LINE. OF. . BOD OUT _.' " P ::.. .---�._1-.� '- .. - " c ::::..:. ... -.-. , _ _ ! I I I I I I! I I 1.. ,✓,,/ �r. r/✓.i . i,j%/r . ✓///jii/ kirr/ r/ '// GENERAL .IMPERY AR LESSSF: _ _ > 42 ::::, e:; 1 Q �::�;: ill i I I i I I I ( II II II III II I II ! - _ _..... ✓,j,//,i// r/rr//j /✓/ r/,„ /, _.. // �;, ,, / i,✓;;/�;r/ ,� , ,/ / / r% /,�,'rrri%'/ir:LESS = 1038.. POOL . , 'PLANTER=80 - : T 1` .:•:•:: S F _ _..._ — — I I I I I (! i I I I I I ! __ /; ir,/i/ ,/✓;, ��; ��,i� iri,✓ij iri�i �✓ I ,�;✓,//✓riir//r irr%% i/ ✓/✓ir it //' ii ✓� / / r�� ij �� / /� // r /i/i /; ' /� r�';/✓;/ii/, / /i/' /i,; LESS . PLANTER =91 . ms ... ... PLANTING I — __ — �II � -- _ — N _ ::.....:. ::. _ E W _N 0� S E ri✓ NS�AR DEC DRAIN TOjr� /✓i j'�%�//r;/f%ii/jr j LESS PLANTER -234, LESS PLANTER—27 1 ,•:,.:,•:•,,::;:•,:: .•....... It .. II !I II co ver ro DY AT PLA Rs w Ls ; i iir�!;/r��i,ii�,///�ri /✓ iii�i � r/r/ �i�; rr/ / ✓//i/,�/r✓r�, r/�r /271 .H .. LESS PLANTER=109 kw' LESS PLANTER=51 F LATING PLAN ER IIIII II II sIi _ - — IN G /i/i ,// r//i/ir�i/i; //i TEXTIL � /r/ �r�iii/r,,j/ii/// / ” LESS ANTER PL113-4=�109 : LESS PLANTER =123PLANTER Ii III iiri�r✓r� /� ;te✓ ,/ri��i/ PLUS:;` OBELISK= 5. ! NTl I I I I I I I i / /f�i��/%% r��'✓ ;,�,;/�, ,�//; ✓ / / ,�, . ,/✓ r✓ /✓/ / . , �i r ✓ !ii/,r /rr/ir%/i r//ii Z LESS 2032 cn = 11,473 . TOTAL W E r , , it/rzz , , , ,;i,�; iii; , � _ — IMPERVIOUS . AREA PLANTING —1— — —--E-XfST — .. �� _ / /��r,i /,�i✓i, jr R/Mrr EaCEEDS,��,r/r, - _r i_ PLANTING TO BE REMOVED — — — � I, � � I �. � � ✓r ✓� / f r / � r ✓ if � / r/ r r � i r rr r / TOTAL SITE. AREA . 8;8.39 I 4234 - __ - _ _ _ S , . ° _ --7- . CANTER i ,/ /t it// r�i y/ ,✓ //i iii/ //iBUT I / r / /iri it r/riir�gno _ 1 / / /i,// �✓'i/r i/i ✓ /' ii - :� � - - � / ;✓i�/� � ✓ ✓ / 1 - w _ — — 1– _ , . , . ; . /i,,// / rr /ri /�,;ri fi r, r; ;,iii%,/%0 ISL SS T N EXISTING IMPERVIOUS . AREA "OF SF - i 1 EXISTING T- r._ J 11� Iii - -- ,, r //,/i/ri`,/,,!i//i,i,!, ,/�GUEST rj;�,%/i /� rj .11,6.49. HOUSE TO REMAIN PLANTING DRY WELL 80 SF ;,!rji�/ai✓rr� ; /rir,i // , ,�✓ /� %/� rs // --_ PLANTINI 91 S PLANTER i / �; / ,�� ✓; �j, i IMPERVIOUS LAWN_ PLNTR _;_ _�_ _. AREA ALCULATIO CN r _6 LAWN �, r -� wpm=- ! b i ! _..L I 5 FIREAV PITLINEAR T POOL DECK DRAIN AT BACKSIDE F ! T IRE PITS LAWN Of BULKHEAD TO DIVERT STORMWATER THROUGH WALL TO SOUTHERN SWALE20 • .-•��, r, - PLANTING --+---- EXISTING LOWER 10-10-17 PLANTING TERRACE TO REMAIN SITE PLAN SHOWING PROPOSED IMPERVIOUS AREA ,MES W DUPREk -ARCHITECT Ai�'%�{ ET2 - AND DRAINAGE PATTERN 11+1f2NCIiIm 11CU `' •,. ! I ,• M - - - . :, - • - I -- -► • � � - /Cn-u2nnu- �. - I •� - I I - /1 -1 1 �I ►�� nrllrq t l-A1''�Iw-a/=�r1+■-i/Cl1!-®1 wl/r -- C /CIISr//C/-II�Ll1i1 l•••lr�In-w�ILrIC1EE2►2II►sr:aCr1�12ILr:■C/r.,;1,_E »,+•nr4�1rel 1.1n__.11.-r° ,....l__I_ - r r'r�nr:;:,9-211C112lrslr _ ' .� • •rrllrllr/lam"A2":x121 '+ .. r _ _ _+l1�rPnr-/E2IICli-112/I•�n�.i�nw1121 rr/..EI_uCnrnr - �r-n`�ICUCu_ururlECnClm/PnCnC�l■-■r .� r r r _ rl_�1_IIr11r11C�IC11211r-■1121r..•r,"--�n�-,IICIICII_II rr 2ErIrl_II_IIw11r11C11.a1�11�/1■7/Ir11C�IC11.-�Ir.-r1•Iw�Irllr/lrilwllr 1_ •, 11 -IICIrC112O211C112 - - r r Al "":•? - r r11C11Ct1��. n - - _ r 1_u_oC/1_t,rr _ - •• .■ r r�/I1C12111C11C11Cr�i1 w w r 1Cllwnwir_n_n' �R' I�Ii �, i �: Y. _ r • , • •' wraa.�,._ _,..,._. ,®w+ue•• ..+ v m -"'_�_.-'�._ . .. ; �� Ilii ' , � Lo " ... ,, !I If :w,.-.. II '1 L -■ ----- , ® • . • �-- '� •,�: f-/ _ ■+112112A IICn2IICII_I.1Irn`InA111111'11r'/1' 11 _ 2I r _ _r;aA2n2u2u2n2g-n:.u2u2u_n2°-=uan-,rr2n2u=u2u2n2 Cr/-u2n2n2r..u_u_lE_urnrn2nen2u:,nrn°ri°/i°n°r1''--''PI�!��=rrn „n� 1•E_!I_�12�IrIIw11r11r/12nC11C112 - r r r _ 1.rr_n_II�UOII�II�II�II�n�11�I1'.."11�/nom/II!i11,/rl'III�t111g11'E! _ lil_IL■IICII:IIC■11-rI1 n2n2n ,., rll_11CnCIIr r - - - - - ururn_ 1211r1I_I 11.-'11211- flail ' � Vd I'� - t pp r/� r • 1 r+lCl12�- E1 r r 1 4 �`r OIIIIIt•■■' �'��'--- � =--'!I ��.OI'�. I I�\ I � 0.�� - ;•a; ■'-----�, r , - _.- ," „` �. ` x, - r.•�'� �r!,�i - � � • it 1 ,. ;.� �� I 'i' r, � 0rr�+ 14 ' w•,��rlir -� l' - I a.,ill-•��]ltVLlta.�•H.IIW,.■!IS _. n . , • . . �• 1, �— /I r t� � e n /f�CUCIE�r _Elr �� ■ • +U r1�4fCA r � ial'..'.Iwt.■� I/111 J ICU ..,. EE �■�I __. __a.,w.�.. rr- /1 1 ---___._.1 - .. . „ � owla �_, � ��',il�-� �■�I�: ��"�'' ' '� r /w sal CifClE2r1 /21120 "`� . .y,��1 ri 1 '- 21 CfOr i i0r�gIM r i - � � �--.►. \ I� I��■ILII �:��1 u,�■�::.c s., �.�. �1 ��rlr�+n , . __,..._.�_I ..::c■...�.�a,��G� - .... VINILTIVIAHN�.■ rCiliumIf21*` grs�2A0•. . • • ♦, ,� .� � � �� j 1��f � 1 �iuiriidr��wori / �, mal ■ Lr � � ---- 1��1 1� In I�/��1 Ell i■■o �i� 1 � 1 11n V, 112 t �/ ''rrrs+A-wrXrl011�� O1 i. - 111119- I1l1-t�-r land, e ' • .- •- • i-- � �/ 1211�11:I1 - � j i � 'nor 'Ir - r+rtw ■nun 'lii:.n� rri i 1�' I+nCnCn=lt@'IICIICfIL` = �� Mill =Sq`•'0,•r-=Nr1-1+'LII".IpNiwICIrIC/-0011;:11 i�111' C�nsS� tr-11 '" I�-/r�./rali..alr�r_.:n ,.�1 _nr • _ 0w Q� 1;_,_ O • . + • ,.11�-•l�llnr, I-�!•1'�•llimlrlCi sINC'+% ''_'rlhfl''"' �� rli�,I�rn+ll / • -III) • III • - �tl • i / 1' 1 11 1 1 / 1 , . •,•, / • • 1 : 111 / 1 •1 / 1 //• ' 1 S"IT at=1 - 1 1 W.E' • / 1 1 � rr ■ n ■ •1 1 1 :/''1 " t ' 1 1 1 1 •' "1 1 1 1 1' ■ 1 1 1 1• 1 � � l:\Ii:IMR.7iIgC1>Ifl11CA`Illliaalj.7111�1�111.Tilll:■:I:ILII' ' r • MOW •• . • • '. 1 ; • 1 �. -- - - ■ • � �,I I• �� .I� �' / 1 3►IZ�s��--�:i��l • M1■ � �u■�1■ �_�■ �I■I�■�:�� I��:I��,1 lJ�lli'��Ill�'� m�=rl �■.� ■■■■w■ s� �■��.� �' ..• � �r MR. �■�. � _ I �. �•�.0 ' ■ � � • 1' - � MM _ � 'll 1 1' 1 1 •1 1 1 Iii►��1 I SHRIMP ir211Cn_ rll_II_112t12rIC11C1ICII - - - .+'1111111 1-11-/=�ICIICI �I rO_Ilr/rrn_n_ r ■EIS 11,.1-,I/_ua/I � .. i �■•�� ■� 1 I, • •' I•�► i�:a��'i'• .1 X11 _ - ,M III��iilYl� �I I � �'` � / '' -= _ �Mal � '• ,1 !!1■� �, �y�� ' _-_� 1 - � - nrll_II_II211C/12112/1_1 -■, r11Cr1C11CUCIICIIC1tC11_ 1C1IC11211C11CIP11211C11 ICnC - nruausnsnsu= - - - - rC1121E+nC11r11_1lrnwrrICIICIICIICI "2151099 �ICI•ICIICr211 �� 11r1rYV�� Ir11�nC11C1E.-IAII-- 1-`rr�l_�I_/IC�12 - r rllrll_I•IC�//211 wn2n 12112 n Be-■■� 1211CIIC1lCIIC IrC/ �• n n_,1-r_ w11 -� n �.� ' IdLIiK r_ .—rw-�:. �II `�_ ►� ? _ # wx.nru�x-rc:•„maw•. ..'� _ _ — _ _ _ ■�—^•�—�� ;. _ .:_ . _.wwu: �_.•�+••.Ir.. ' �� . ' '-,,�] . ,-1 , -- .�. __i - I1�■�11 - VII■ 1 ,. I�dr>t7(7�1>illl:lli:fld�� Flc:rw_ �� _ - IF I jai (II� : • ► y . ,. nrnrn_n-u_nrurEr '. :IICII211CIICIICIrCriCll�.i' V1 n2n2u2usEr=n2112112112 ' • .:'��.• -. ,_,.nen • ••�-. _n_u-r I r r=n_/Iw. i.ii_ = _nrn_uru_u_n2112n_n_nnrl2u21i_- 2 --E'=n2n2u2n2u2u2n to;, nn - _u-'r , i ppp��,�� "' �i • • • .• ��- -SlI' . 'r•�I��- I ,■ :nC1121PnC11Cl/C - - -' 11r11Cn2112IPIICIECIICnC lw :nC11CIL:IPIICIICIICIPII- . IICIICIACIICIIC - - I �,��■�1�„�nn-nii_'u_rsrieri_n_r1-n_n_n_n_n_n_n_n_u-n_n_Po-II-n- u_21A.. 2112n2/r2/1.nru_u_nrn-n r =11 r,1-,C�12U-CICII-11-IrIICIICIICEECIIC - r r1211r11C110E1_n_n,-r1-11-IICIICII - 1>•.�1 ► -- - r .' � l-_1_111°2ME=: /I' r --- •• r r • illi 79E r � ' •11 1 1/ 1 1 :IiCIP1IC11C �1_Ilw/1011- �' r - - nru2r12uc1 II_IIr11r11C11C11211- :o2APn2rECu2u2 • -- ---- • now � � ��I � ■' - _-. -- ��I `�� ,�, � - _ _ -- • 1 1• 1 � I I / •'1 � 1 1 /• 1• 1 • :u212u_uIn2n_1 :IIC112■n211C11C11C11C11- � ' .12112 ..1.[..1..1,.■ - _ �.. 1,•�■1f ii �'II 1=.� , , ; . - 1 -; , —��,�r' `fit ■ ■ I■—��I'III • ! ■■ .. �I 11 1 • �' �� 1 - u nru-uCn2nC :�12�Es�i2=E--■n■--E121/- . • . - _ `, r 1rrlaF,arp-,n211C/ ■� 1 ../. •11 1 II��/� '�� '� �� •Irl<�►• t"I'1�� W' li CIICIICu_ncn - ■.1..1 $' �.r 'u.l �� •:1 :� �iJ .E �: i t./ mu2n2u=u21121r2n2n2 :nen_ - n2r ■ Ilr/1_II_II_II_11211C rau_n_nrnrnCElCEr2nm �' 1CuI2u2a2n2u2u2.12i : / • • 1 I+'i � I - -��1�� 1 II 1 �■� �LII�� 1,. �� ' e r 1111_I_IIr11C11211CIA+11 ICI1211CIIC112112rICli- I:�-IIrClrR�2Ir11�CICOCC/Ell 2/ICC12C1ICrC1 II .urnril-n2l,Cn-n2u-Err : / • • 1 •11 / ' ,I 1 1-1i �� •,�.'- -� �/.��_ n ■_.. i1211�1121. _,I:.w�. � r:� �r■,��rw �■�rl>• ��'■ n • 11--■�i � - I��'G'.11 � ®��l ■Ti�®.■I 1 I��--��■I,-I�. ♦�� ■ • l� , �� I i �� 12n2r12n2rE2n212u21121imr � ��1=nC9-'n2u2n_u2rE2n2u2 rwnrururn-I,iu-rlCrr21E2u2nr :IICIICUCfECErC11CiIC /- 129 11 -._.�. 1 I J- - :-ser. :•,■E� �_. - �r2i1� irk , , �� rI ��I■■■iii �—�►:•� : '. n .-- . - iii •�■■ I •1 .rrrnwllrnrlrrf •nuns n2 �.I' � _ � . • - '11 1 �_ �r._II �_ i� �1 ��♦ jt � �■■■■f.. ��._ -� ��■I��a.■i�� j ��■■■r�� 7��in'l ��■■ � �� -- �,��'�ii,��lE■■•.�Il��..rr_ �.., WN�� .'��__ �1��■t��;� �■■■�� L7 ��/ii��'■'1�1��i■�:,��■_■/�• r1� l � . . ,. ® � � CII • L1 � ■ , � I■ , " "-�V:+-�-��_. "� t n� 1. , -�• , `�1♦!- -� \\� �I•, .� .��_� r� " '.• ��i -= 11 �� I I� II�� I —�� I�� g�i�i�.le�r� a I. li■ ■II, a• II ■ .uri�tn...w..iar� 1 �► ' 1 ,•,-- _ , •_I,; - _- - _- _ _ _..��- . z.. • 6- • ��, o* �[ ,.,,..•1.. - A-•.-v, [>-sol; � I,>q.il � � '►, r 1 1• � •1•. 1r � •. � f , � , _ I " ' 1 1 ,- , r . 71.E l 71 r1� / _� �7 � � _� � — - ^�' MIr'�` : 1• —■■/ a �.;R�'"'•si(/' I■ Irr�w sr � .11=t .rS �I l� • '11 1 ru91_urn91-nen IIC11211211CIICIIC112 •�112M O!,' • --- I • CC ZI 1{4 � � 211.1121/CIPIICIICII ' IICIIC11211CIICn912I � � -;■'1� • • r>_IS��Irfi�11��1� - �� , � � Stir ��lA 7.�� . R,e'�A�C!■��. vJ��.®. iti��w � ttttr' ■ ■ u2g2u2n2na I11w112,E-rl_ r 2 °ril.-n°ii -.I=EE-.E2lICIPIICIIC11211.: O IPIICIICIIC/1211 '' , , 1—�� , I �: I , ' , ■^��' ' ' • • 1.1 1 1 1 1-�L•d■EM"WIM• •7•b �I•�1 I � (�� ■[�7I • [IL��I,■ - �: (011111 a,,—_t�_�—�—��r1■•�FI� r ��-�-�.-�i LiLil '�`• r Il • �I'. 1 • `•;, ,. 1 1 -' - • - 12112111-w' 11_112 r IU2�ICIIC 11-IICIICIIC112f Iwllrll_ /1211211CIICIICIL-■1 -11211211CIICIICIICIIC � , J I , "' ,• 1 : : , • , 1 •1 / • 1 11 ��I—�� /, 2 11 Ilwltl IA Irim ga, ---- ��i�■fit - �� , . _ 1 � �� • • 11_IIr112112112112nC11-11.-,n2nrl ��/■' • 2u2n_u=n2u2u=u211=11sn2�11 •�• -u2 - uru2urr12n2n_n_il u-rr=n2u2nan2u2 - � �� ' � , � , 1 • . 1 II� , r 1/r , _ `�• • • 1 1 / 1 1 • . 1 I' ■II�.�rr�llir��Uv■ux�m � •� I • ' 2 IICIICIICEECEI.-.'EC'1C"Elr�'rlrl+ I ' � ' ' , � ••1 9E2n2n2n=n2n2u2 - - r'r IIC11.n':EETo=11' EICIICII�1/ 1 Irl1�i1C/12l11C +I ■illi IC/ICIICII91_IIw11-11rn5 _ ,-�I _ , � , 1 1'' 1 / '1 -• •• r r _ r i 211CIIrllrll_II_II_IIr11r1I 1rCIPnCi1CnCIIC112n211C -'121 I CIIC1121112 91_II�,11_II_n_Ilrlt9�` •- r _` - - - - / 1111112112111:IrC11C1E_'11_ln_111x111_IIrlII1111C'IP'1IC111C111-1 11r11w18CIIC11211='••- ICI I CIIC11211211211211C11211CIICIIC11211CIICIICIICn�-IL.�rl_1 n2A/2r1i5nr112E/2n2 - '- r ■^p2A1Cn1 I1C11.:11:.11 11� - Ito _ __-_ _ r _ 11r II'll II 11r r 11 11-11_Ilrllrl 12 r -_- '• ■1.'-i f 111'1-'111 �r I, '�IC11211 211" 11912 l • 1 � • CIICII•JICII'-" �II�" IICBCIC•r n2u2n= _r.:.nou211=n�.•6u��i� a/-- �lin2u-►�•-u•.u2n2u2 12nwP_ r r�E_rECllCrl lEC1E r r '••• • 1211211_ - .Illi./ r r i°.Ili°I1:111:�2u2n2u2u912 . - - _ _ 1_IIr11r11r11C11 -12n n_ A_n2u9E-u- :a - - III C, • ,.,/ ^ ,- - !`�i-. 1 '1 ! � � ��I ' / 1 1 1 1 • 1 1 • • / 1 / : 1 1 ' 1' ; 1 • / 1 . �'.. •' • ' 11 1 1 ' • 1 • 1 ' • 1 1 ' .1 / . • 1 , • I_nr :;IIC1121fC11C16'-.111'8.11,'11.11.1'•111111111�IIE.11.�� ' -11'1.1/1..11,.11'.T11�I''r•1�1 /12112 lEr �r11_n.Inru2nCn:uCnCu„1 +EECu �� ■ �� ' ' ' • •., ,I .� I�f:�IICIICIICn_O_u±r■.o_o_..�5!�__�EI./IIw/f2/1_I-r■•_..�._ � � - - r :uCn Irrl� "=E-+ _u�nw■■_ 1_II_ • 1 • • _._.. __�� - - -- - - --- ----- ---- - -- - - -_ ... 111 :1'•1 111 :1•'1 IIt 1� ../. ../ 1 ./ 1 •11 1 1 'll 1 1 1 1 � -■ 1 1 ..,•..• • • �� 1 / '/' '1 ! •1 1 1' 1 1 •11 '1 1 1' r 1 1 1 . 1 1 1 1 •11 1 / 1 �� r' 9 ' , 0 2 , , 1 • 31jjVkjlL 1• • , , STONE COVERED CONCRETE STOOP AND STEPS WOOD FRAMED SCREEN WALLS WITH PVC BEADBOARD COVERS - STRUCTURAL BRACKETS SUPPORTING SHED ROOF SHOWER MOUNTED TO BRICK VENEER ITH DRAIN AT STONE OVER CONCRETE BRICK VENEER CHIMNEY OVER CMU WALL DECO ATIVE BRICK WALL BEHIND GRILL SHINGLE WALL OVER THIN BRICK APPLIED TO STEM WALL STRUCTURE Lu - TR SH D SH VVER POOL EQUIPMENT EXPANDED SHINGLE WALL 20 HVAC HVAC WITH FLARE OVER BRICK STOOP VENEER AS CORNER PIER CASED E,EN NG 19 INTEGRAL WITH WALL 10 i i N - - SHELF 4 3 0821 Isar 1 __ _ - - - _, _ —_ �_�s,. ��;a � .fir GNUM ALL FurFIREP _ p w u �r r- .� x GRILL J HI H CABINET 2 V REF 36" AFF + 18 H NGIN R UPPER CABS OPE �' -- - - - OVER AND BESIDE ER HIGH -- 20 _ -- ----� 18 FLARE AT BASE OF SHINGLE WALL HAND HELD SHOWER ;++ ;* ++, SHL CLOSET SINK II LOWER CAB PCABIN 3 "AFF CABINETS - - - - - -- - - - - - - - - OVER FULL BRICK VENEER RAIN ; +++++ ++` 16 _ - ++ 34 B„AF - ++++++++++ - - r I- -- -- -FT p iI I +++++++++ III i I Ili I I I I I I SII I 1z ( I PA TRY 25 :++ c+ II IB LE 1 3 ! I I II j i + + + + + LAUNDR -I_ -- i III I III I I I + + + + + AS bkRGE EXPANDED SHINGLE WALL ❑- -%- _-- I �W bIT H PANEL II D II SIDE; RAINHEAD SHOWER +++`+++++++'+`++ WITH FLARE OVER BRICK 36” AFF VENEER AS CORNER PIER RECESS @ SLAB LOWER WAlH TALL.- 3s" 36 AFF v _ IIIIITIIIIIIIII I A11CINTEGRAL WITH WALL KITCHEN 7_6IV HANGING L E HANGING OD UPPER CAELEVn Im QI IPB O? CONSIDER PROVIDING ROLL OUT DRAWERS -EQUI AT BASE OF CABINET THAT COULD T- IP CLOSET EXTEND INTO CAVITY UNDER STAIR. Dw ACTIVE CEILING UNDER STAIR MIN. 4' AFF. ANYNEWELL POST 4 1D 8'-I b JLN( + '++ +++++C+ +++ +2 ENCLOSURE UNDER STAIR REQUIRES Y+++t( 0GYPSUM BD. COVERING. I, IIII II FLARE AT BASE OF SHINGLE WALL - I 26 STAT -°-;-�- a I I i -- - I — - 1. l- -- I III I OVER FULL BRICK VENEER ( I D D I �o I I I I I I I III II I p III i B OCKS A NDS OFUff I MINIMAL FLARE AT BASE OF SHINGLE I B M 0 ER WALL _ \ v, c/) I I DW WALL OVER THIN BRICK VENEER RAILING AT WA I OPENING ABOVE STAIR I a - LI- A - ' C - REC SS ®SLAB m - -- ---� --- , ,----- --- - -- -- -17- STAIR. FULL HEIGHT WALL AT POWDER ROOM a I U - 36" AFF � 11'-0" -' +3 4'T.O.F.F. I III STOPS AT WEST EDGE OF BEAM OVER I ° �T I III STAIR. SLOPING PICKET RAIL OVER STAIR OVER SLOPING WALL DIES INTO — - - _ --- - (I I I I I I ( T.O.S FULL HEIGHT WALL AND FLOOR DEPTH i IIII II I I'II II II �I �I I I _ IIIII I I/- T.O.S. CORNER. PASSAG1E IWITH TRANSOMAI OW IliIIl I $15 TRIMMED AS__RGE.CAS FOYER I`DSPVC TRIM OPENIN ITPANELEDIIIIII +I I I I I l I! I I I I I D III II � 10 - I 5 S. XED SHUTTER TRIMMED AS ACTIVE FAUX WINDOW NTRY P RICH I_ I � I I� OS ® � STONE COVERED CONCRETE N i I I II PORCH I 2 3 _ - ------ - -- _-- - i PORCH AND STEPS x -5" D - y MINI AL RE AT SHINGLES I (09 \ I ( I e T D M1,T 13 08 \�/ II D I I I I; 07 �I �_ j I! I I I 5 ( 06 l I I j SHINGL WA OVERT BR K li PIER POSITION RELATIVE TO UNIFORM\�� \ j III IN G III 12 j I I APPLIE TO S WRAP OF SURROUNDING MATERIALS \ \ - - WET II oto"S01JITHE ST I \ �_ OVER FULL BR CK VENEER BETWEEN PIERS WHERE NO STEPS APPLY THIN BRICK TO CONCRETE STEM WALL TO BE - - - - __ _ - - - - __ -; o CAPPED BY STONE TILE EXTENDING OUT FROM PORCH FLOOR - - T_ 1 — - --- i - -- -- A�A - -- -_ - - - i 10 91, 4„ -4 7 17 18 17 17 9 10 I rl 4% 15 20 21 16 c� 1515 15 17 18 15 15 ri1 12 19 13 15 15 17 15 FLARE AT BASE OF SHINGLE WALL OVER FULL BRICK VENEER TRUE 12X12 CMU PIER POSITION SOUTH FACE OF CMU SET BACK 3/" FROM SOUTH FACE OF WALL ABOVE GENERAL NOTES: 1. ALL EXTERIOR WALLS TO BE 9" ICF WITH 4" CONTINUOUS CONCRETE CORES 2. INTERIOR WALLS TO BE COMPOSED OF 2X4 WOOD STUD FRAMING OR 2X6 AS NOTED OR REQUIRED. 2 116, 11 14 2' SQUARE FACE OF BRICK PIER SUPPORTING 18" SQUARE FACE OF SHINGLES PIER SURROUNDING NOM, 12" SQUARE CMU WITH TWO LAYERS OF PT WD FURRING TYPICAL PIER POSITION RELATIVE TO UNIFORM WRAP OF SURROUNDING MATERIALS FIRST FLOOR COVERED PORCH AREA -994 GSF FIRST FLOOR CONDITIONED AREA -2064 GSF FIRST FLOOR CONDITIONED VOLUME-- FIRST OLUME=FIRST FLOOR NET CONDITIONED AREA=1891 NSF X12.66=23,940 CUFT INCLUDING FLOOR CAVITY ABOVE w 110 o xQ W �o Ww Q QU U W W W� W Q U N H O Q � U W W W U w o w o xQ W �o Ww QU U W W W� Q N H O N W E S 2' 4' 8' MAIN HOUSE FIRST FLOOR PLAN 3,80 10-10-17 03-16-18 MW DUPREE III JwqOCT. AR -0010382 85'-8" 15'-7" 7'-0" N 110 `O N oc 34'-1,, UoWQ`o Q 7'-2„ 8, _9#„ W W U 13'-0„ 6'-6" 2'-8" 6'-5" 7'-0" W 1'-4" 5'-0" 9'-3" 3'-0" QW . 9'-10" 3,-0" 2,-8„ 7'-2" 2'-8" 3'-0" 3'-1" 12'_4„ 7'-11" Wpio�o w a 4'-6" 5'-6" 1'-10" 3'-9" o o I 7'-11 I „ 6'-8" 4'-7 6 -5 0 I �, 8 -3" 0 I -1 „ - N 16'-0" 0 I 1 -5 „ -_ - L I = w Z \ - 10 >. 1 `D 6'-4" TRASH 0 SH )WER co m -2 RICK 1„ STOOP _ B(D8 - o I" o CD _ _ - N i- 00 _ l � o I J b,. .; N y' _ y-. + - w O -- �r_�._ „ ..51 o GRILL N 16'-5" 6 5 _ T + + I- =o �IiIIIIIIIiIII,;III ( +++++ \ I i +++++ +++++_$ PANTRY 3 7 + VESTLAUNDRY i 11" 14' 2" 1 _ 6 -9-"IBULE/ 1 _ —3,$ 3 + p +" o +%+ ++t 36 4>_o n 4'_ * 1 o -6 IIl � 5-0 HENKIis, CN N r o — 9T7 ZIA + FT ___--- `4 co — `-- 4,_7r el)+++ ++ + 1 OW 210 il iI1i - cs L ' T_ STAIR 7' o" 7" 2'_8n $2� =4'-10" sw N N T� 0- _n ON LIVING IJ- 11 1 -LN ap - - - - - - - +3 4"T.O.FF. 15-5"-------- 4-0 3-411 -- 3-P" I IIIIIIIuII�FT Ij - 00 IIIIIIIIIlIIIiIlIIII I s T.o.s Mal *i 3-6, C-4 T.O.S.2'-6" ';l t I!IlI1IIIi IIIIIIIIIIlI I IIIIIIIIIIIII�ffr�� IiIIII lo' - FOYER Lo15>_» I — -- 1 1 I1 -- 614" 1 I ` ENTRY s. PORCH U -- --- —_ =00PORCH0, �_. _ CN co : +1 = N ..__�EAST .._. — __ — ._.'_• 1 -4" RD OF 5-8�" 3-0 3-0 3'-11 6 71t8" 6' 0„ 2:6 II SIONS DININGo CD IIIIIiII _00 1 1'-8” 5'-6" > SOUTHWEST 2' o SOUTHEAST PORCH PORCH i G_. g—__ O_ 17 72j 9 1 1 91, �0, 7,6„ 1, 2'-0" - 2,0„ 6n 8,_4„ „ TRUE 12X1 CMU IER l'--6" 3'-8 ' 611 7'-6" 11-6 2, 06o" 1 OSITION 2-4" SOUTH FACE 0 CMU SET CK 4" FROM SOUTH CE OF WAL ABOVE 5-2" 13'-0" 18'-10" 1-9" 4'-0" 1'-9" 4'-8" 10'4" 16'-0" 9" 4,-6n 7'-6„ 4,-6„ 9„ 26'-0" 18'-0" 24'-0" 13'-0" 85'-8" w N 110 `O N oc UoWQ`o Q N W W U 0 0� W W� NQ QW . a WW`xu U Q W o �� Wpio�o w a w o Q W �o z� ¢x U U W W W� NQ H O Q N W E S 2' 4' 8' FIRST FLOOR DIMENSION PLAN 4,00 10-10-17 03-16-18 .S W D�UkF_F ARCHITECT Igo III ® 9'-0 NG. 10'-6' B.O.BM. 10'-6" IB.O.BM. m ' 11'-0" CLNG. 11'-0" CLNC. i i I LNG. 9'-0" CLNG.- -- I 1 1 1 1 1 1 23'-0-3/41" CLNG. I "CLI$l . I -01 CLNG. 9' LN Li I I\ \ I Im I I I loot - 13.0.13M. 10'-8 3/ "AFF o _ i Q0 CLNG. 11' -di" AFF - B.O.BM. 10'-8 3/ "AFF o I I CLNG. 1l'-6" AFF eo 'o - BEAM EXTENDS TO BACKSIDE OF SHINGLES FLUSH WITH FACE OF WALL ABOVE 11'-0" CLNG. :s: I 11'-0" C LNG. 10'-6" .0.13M. I I I 11'-0" CNG. I 10'-6" B..BM. 5-5j" 2 5> 5jj" 11'-0" CLNG. 10'-6" B.O.BM. CLNG. 11'-6" AFF I i I CLNG. 11'-6" AW 771 -'� B.O.BM. 10'-8 "AFF I CLNG. 11'-6" AIF I i I I 5'-58" 5'-5$" —CV I -- IIIII11�11!IIII�IIII! � lijil�Al • � : � IIIIIIC�, -:�.�:{.�:�.._,»IIIIII._.��I�I��,�,�I❑_ �I��:...:�.�:�:.:,»,IIII nll i��q lin��nn � i pu BEAM EXTENDS1 BACKSIDE OF SHINGLES FLUSH WITO FACE OF WALL ABOVI I 0 m m 6 m B.O.BM. 10'-8 a' "AFF ❑ CLNG. 11'-6" AFF Q 00 I 0 I m i m B.O.BM. 10'-8 3 "AFF ❑ I GENERAL- NOTES: 1. CEILING HEIGHTS ARE CONCEPTUALLY MEASURED TO UNDERSIDE OF FRAMING w oc Q, 0 N o �o Ww �w NQ w �a H W w w o �o Ww �w NQ w �a H FIRST FLOOR REFLECTED CEILING PLAN 4,91 09-20-17 03-16-18 44k, W N PREE nl ARCHITECT A 21 BRICK VENEER PIER BELOW N FLARED SHINGLE WALL BRICK VENEER BELOW FLARED SHINGLE WALL SHOWER DRAIN I - RECESS ® SLAB BRICK VENEER PIER BELOW FLARED SHINGLE WALL N I BRICK VENEER BELOW FLARE SHINGLE WALL MINIMAL FLARE AT SHINGLES OVER THIN BRICK 00 BRICK VENEER PIER BELOW N FLARE SHINGLE WALL M 72'-8" FULL BRICK VENEER RISING TO 5-0" AFF TO COVER SHOWER PIPE BELOW SHINGLES WITH FLARE 15-7" 7'-0" 34'-2j" FR NGIBL CONCRETES B FRANGIBLE CONCRETE SLAB MINIMAL FLARE AT SHINGLES OVER THIN CUT BRICK iIN CUT BRICK ADHERED TO FACE OF STEM WALL 31 -5" AT TRAS AREA WITH DRAIN AT SHOWER 16'-6' ADHERED TO FACE OF STEM WALL FRANGIBLE CONCRETE SLAB AT POOL EQUIPMENT -5 1 2" 00 5' 4" �p I 2'-31»OF'o 751 N N 77/71 _ O11 I tf� cit j 1 ++- s, I I EF N N [TNK WAS ER + +++ + + CD ++ + ++4.++ i 3'-1„ SI K K ++ +++4'+ 10x++++++ _ " + ++ ++ + + + +++`+ — — + +`+ _+ + + + + f I I 1 1 ++ +++++ +++++ +++++++++ 1 10' 51" I _7' 1 1 `+ + + +++++++++ '� o L p - + +++ + + ++ ++ - cli SINK Pog RECESS © SLAB FOR ELEVATOR PIT I I L - J +3 4 "T. 0. F. F. T.0.F.F. N ` 00 C NCRETE STEPS -0" MINIMAI. FLARE AT SHINGLES 1 I o c -7 55 jtDLT..S. N I.V.J. c14 71 N � I N 041 I FULL BRICK VENEER BELOW RUE CMU PIER POSITION - OUTBOARD FACES SET FLARED SHINGLE WALL BACK 3/4" FROM WALL FACES ABOVE MINIMA LARE AT SHINGLES MINIMAL TO SLAB �' co 00 N CONCRETE PORCH SLAB OUTLINE OF BRICK VENEER AT BASE \ -24it OF FLARED SHINGLE PIER --9 CONCRETE STE S Ln HIN CUT BRICK ADHERED TO FACE OF STEM WALL 2 -0" 7'-0" 2' 0" WHERE FLARE HATCH NOT SHOWN 0/04 4'-8„ 9'-9" 9'-1 ' 17 ) 11 TRUE CMU PIER POSITION BRICK VENEER BELOW S TH FACE 0 CMU SET BACK 334" 10 FLARED SHINGLE WALL 9 SOUTH FACE OF WALL ABOV 15 15 11 15 7'-2" 12 19 13 15 17 15 5'-3" L 7'-6" 18'-0" 72'-8" 85'-8" 13'-0" 7'-0" 8, _ 1 13'-0" BRICK VENEER AT CHIMNEY FR NGIBLE CONCRE E SLABS AT HVAC EQUIPMENT 24'--9" 12'-3" I Lo 2' 0„ 9,_ 2' » 6'-2" 1' ITte,. 11,_ 6 Y I T.O.S. $tom #=51 T.O.S. N I r� BRICK VENEER BELOW FLARED SHINGLE WALL MINIMAL TO SLAB 001I 14" -1'-2" 9» CONC E E STEPS -4 r 8'-1" 2' 3' 2" 2' 0" 7'-0" 2' 5' 2" 9'-0" rl4 rl 5k 20 15 15 17 TRUE CMU PIER POSITION SOUTH FACE OF CMU SET BACK 3/4" 5'-3" FROM SOUTH FACE OF WALL ABOVE 24'-0" mlim 21 16 1B 15 OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER 12'-3" 13'-0" ME r 2'-0" 0 I 0 I d- cD N a! DOUBLE WYTHE BRICK WALL 6 TRUE CORNER CMU PIER POSITION SET BY CENTERLINE DIMENSIONS O I OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER 4 13 12 OUTLINE OF BRICK VENEER AT 13ASE OF FLARED SHINGLE PIER ,Ae^3 12 6 13 wrm M1,116M I 2'--0" TRUE CORNER CMU PIER POSITION SET BY CENTERLINE DIMENSIONS 9" OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER N W E S 2' 4' 8' CONCEPTUAL FOUNDATION PLAN 4.2 10-10-17 03-16-18 JAMES W DUPREE !!I ARCHITECT AR -0010382 w 110 00 �Co o W�oE'_'QN xQ �o Ww w Qv 4 u w W� �QN H 0 Ww�UCIA r�U Z (V N W E S 2' 4' 8' CONCEPTUAL FOUNDATION PLAN 4.2 10-10-17 03-16-18 JAMES W DUPREE !!I ARCHITECT AR -0010382 w o xQ �o Ww w Qv 4 u w W� �QN H 0 N W E S 2' 4' 8' CONCEPTUAL FOUNDATION PLAN 4.2 10-10-17 03-16-18 JAMES W DUPREE !!I ARCHITECT AR -0010382 WATER LINE x±20'-10" �n 2'-8» 2'-0" N N +18'-s" +18'_8" N POOL DECK WATER LINE ., , .-.h ......,: LIGHTS RECESSED AT POOL TROUGH BOTTOM POOL RECESSED POOL LIGHTS z 71, ff�ou EXISTING TERRACE POOL DECK . -L,Q,-", D SECTION SUN WATER LINE OSECTI❑N fi LIP ®1/4" ABOVE WATER LEVEL +21' _ 1" Ln WATER LINE '-7 1 2"POOL DECK +1 '-s" N 800„ 2 CN N SPA POOLn NEW CAP FROM NEW POOL WALL TO +1 RECESSED POOL LIGHTS0 PROJECT OVER EXISTING BULKHEAD ii� +15'-0 � -T� � 5 �W POOL WALL R OU H EXISTING BULKHEAD N t +11'-3"EXISTING TERRACE OSECTION UNDERWATER GENERAL NOTE: ALL LIGHT FIXTURES TO BE POOL LIGHTS E E LED AS APPROVED BY FLORIDA WILDLIFE COMMISSION FOR AREAS ADJACENT TO 27'-0" POTENTIAL SEA TURTLE NESTING 24'-4" WALK AY 2'-8" 00 -s" N -o // /// // /i / /! /✓j Q ry ry UNDERWATER W POOL LIGHTSI- / m !�'! // /// // // // / / / W ILL / U z ^ W / / / / / // // / / /, N O j/ / �/ f-/ / / / // // // //` / / 00 o C co �94 "2 + 3 RECESSED UNDERWATER i' POOL LIGHTS AT BOTTOM � _� OF TROUGH ,., / UNDERWATER POOL LIGHTS / ,/ ✓ / /// ,r/i/ ////// /// /// // / $0 ,i%� » 1 -0 -0 2',z4 �y -21 o ,71/ , , 00 N +1 -8" % N WALKWAY CODE RFD[JIRFn L PLAN CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER AT AREA EAST OF FENCE GATE 2'-8” 32'-0" SPILL-OVER m 4'-0" c ALK WA +14'- EQUAL EQUAL OSECTION w o �Q w �Do Ww ¢U U W W W� N¢ O GA N W E S 4' 8' 16 CODE REQUIRED WATER LINE SWIMMING POOL CONCEPTUAL ENCLOSURE BARRIER SWIMMING AT AREA EAST OF FENCE GATE POOL 7'-4" 2'-8» DESIGN +18'-8" -0 5'-10" LIGHTS RECESSED AT POOL TROUGH BOTTOM :::Z: EQUAL EQUAL WALKWAY 3 + 4'-8" 10-10-17 JAMES W, DUPREE Ill ---- - -- A.RCHITECI- AR-0010382 PROVIDE MECHANICAL ROOF BELOW USE FOR MECHANICAL SHAFT AT FLOOR AS SHAFT AS REQUIRED REQUIRED 60 9 58 57 I I OOF BELO CLOSET CLOSET I L 56 55 S4 I CLOSET 1 7 OFFICE OFFICE ESTI ULE D 40 39 - c 61 I (�2) ~� 41 - D �'' �' BAT 1 47 37 1 48 9'-4" C (LING 50 30" AFF OFFICE LO ET D 8 -- 6 F- 38 +{+#+ #+++, D VESTIBULE SHEVES + L+E-Vµ * + * * * *}*{*}*} 49 RECESS FLOOR 46 =+t+# ++++ +{+{+ +++++ + ++++ + ++++ +++t+ +++++t#}+ I y ++. + + + + + + + + + + + + + + + + i + t + + + + + -++ + + + + + + +++ ++++{+ +++++ { ++#+ # #+++ii ++++#+ +{++ {+# + + + + + + + + + + + + + # { + + + + + +- + ++++ + t++t ++++ 1+++++++++ 36"AFF VA++++++#++ + + +� + + + — — —+++++{+ .� LINEN LAv LAv + + +. *{ �+ ++ + .. '_ may--+ -• #+++ - �.� F ++++++ + ° 44 CEILIN 10'-4" CEILING t++ + +I+ + + VA LTE i ILIN `+ #`F7 % - �A LERY - (- — GS ERLIIIu �4O ++'+#++ + �'4" TO- a ' + + J j 3 -- D. r.. +++++ + + + 6 6 — _ --- 7 AL Y + + + + + + + + + + SKY IGH (LIGHT! LIGHT ++++ ++t++ +t+ OOD RAILING AS BARRIER TO j +++ # #* * ++*++ ++ + * + } + (�5 I j EDGE OF FLOOR OPENING AT I * * * + * * * * + +++ +++++,{++ + +++ STAIR + + tt t t + + + 1 I_ _I _ __ __ __ .J D ++++ +++++++ + t t 10'-4"CEILING - _- __ ++++++ i+ + ++++ # 5 t #{t � D STUD WALL INFI L --:7 9 -4 CEILING I D \ �ELOW CONC. LINT.L N HE 31 \ CLOSET 2 / I M. CLOSET 1 5 41 MIRROR ST. 1 VEST. 2 CLOSET 2I GUNISAFE 9'-4" CEILING 9'-4" CEILING 32 �D" j 42 ED , O 33 - J FLOOR DRAINS 60 SEAT 9' 47aILING TY�. U.0 _ I r" UNDRY o C� ( {++++++ + +++++#+++ WAD I + + w z + + +#+++++++ ++++ ++t ++++{++++ + {+ #+ + #+++ t+ t ++ + +t+ +t ++++ +t + ` + + + { # + LOCATE MECHANICAL 'l ' ' + * + { + + + .. + } + }#++ 1 - LOWER/ WC 56 SHAFT AT CLOSET - __ - * * + + + + t CORNER AS REQUIRED �,'� s I-`+++++` +++*+++++ CABS D RECESS @ F OR 58 VE 2 43 TRU SES D \ 17-71 D LAV I 9 j CEI �5 34 BAT 4 /r /i rEC / I / U51 9'-4" 9 4 CEILING TYP. U.O.N. LINEAR HATCH INDICATES AREA OF \ \ 45 4 47 DM, 11. BATHjl it 51 52 14' DEPTH FLOOR TRUSSES TO j ACCOMMODATE HIGHER PORCHI 4 8 .Y o r CEILING BELOW ,r fe 50 r PASSAGE TRIMMED AS LARGE CONSIDER GUN SAFE CASED OPENING WITH PANELE 17 18 OCATION DURING FLOOR Ap "'"'' `=''= f - 17 17 TRUSS DESIGN SIDES 49 14 r15 1 O 15 15 9 15 � 15 DECORATIVE BEAMS INTERSECTING AT DECORATIVE CORNER POST AT UNDERSIDE OF SOFFIT BRICK VENEER CHIMNEY OVER CMU WALLS BM. 8 9 AFF I 'CEN—G.-99 -11 FF = — — — — — I� D III D64 III F - - _ _. .- - I I , 13 12 FLAT 11'-9- CEILIN E it -r. IIS ;! I ACTIVE if N 11 II L — — 6.0.13M. 9' -4 -AFF j CLNG. 9'- 1 BEDROOM 1 i" FF T — AZEK PVC DECKING OVER I' SLEEPERS OVER CONCRETE SLOPED TO DRAIN 3 9'-4' TO 11'-9" II 12 i 63 13 LL ILING " CEILING 1 I i' BALCONY 9°-4" CE9'-4I iI I j i I L D MASTER BEDROOM I 62 I I �, III DUTCH GABLE ABOVE HIP VAULTED CEILING I I AT ROOF 9'-4 T 11'-9" -- --ACTIVE i B.O.BM. 9'-4')FF I� MIN. 36" HIGH RAILING CLNG. 9-11FF ISI — — — — I WITH PICKET BALUSTERS ' " I TO MATCH EXISTING Li RAILING AT GUEST HOUSE F1 1 CEILIN D III 61 III i1 III i I I 8 j A IVE jI 14 1 / I'Nor11 —"AFF � I 53 j 20 21 16 17 18 15 LINEAR HATCH INDICATES AREA OF 14" DEPTH FLOOR TRUSSES TO ACCOMMODATE HIGHER PORCH CEILING BELOW Al 11 12 19 13 GENERAL NOTES: 15 15 17 15 1. ALL EXTERIOR WALLS TO BE 9" ICE WITH 4" SECOND FLOOR FLOOR COVERED PORCH AREA -462 GSF CONTINUOUS CONCRETE CORES SECOND FLOOR CONDITIONED AREA -2483 GSF 2. INTERIOR WALLS TO BE COMPOSED OF 2X4 WOOD STUD SECOND FLOOR CONDITIONED VOLUME -- FRAMING OR 2X6 AS NOTED OR REQUIRED. SECOND FLOOR NET CONDITIONED 3. CEILING HEIGHTS MEASURE FROM TOP OF PLYWOOD AT AREA -2307 NSF X9.33-21,524 CUFT INTERIOR FLOOR TO UNDERSIDE OF FRAMING. ATTIC NET CONDITIONED VOLUME -9760 CUFT 4. DIMENSIONS NOTED AS "F.O.TRIM" REFER TO OUTBOARD FACE OF TRIM. w MO O 110 00 o .-j N M N W �Do Ww ¢U U W W W CG Q W N �H � O W w cn �0 Wc�o�o w o xQ W �Do Ww ¢U U W W W CG Q W N �H O N W E S 2' 4' 8' SECOND FLOOR PLAN 5 10-10-17 03-16-18 AMES W DUPREE III ARCHITECT AR -0010382 85'-8" TRUE 12X12 CMU PIER POSITION - SET BY CENTERLINE DIMENSIONS 31'-5" 16'-6" 24'-9" 13'-0" SHOWN RELATIVE TO ICF WALL CORNER, ROOF RIDGE TO ALIGN WITH 10-42 10-42 2'-11" 3'-0" 7"j,3'-0" 7"j,3'-0" 3'-22" 3'-0" 12-12 1'-10" 3'-0" 1'-10" 3'-0" 10" 3'-0" 3'-0' 4'-0" 12'_3" PIER CENTER " „ AT TOP 1 _02 11 OF BELOW 13'-7" PIER POSITION RELATIVE 6'-1 " TO SURROUNDING MATERIALS RC OF BELOW =i o o — — -I M =K i .. ax I - I o I �) _ CLOSET CLOSET i _ - 00 13 -82 6'- 42 4'-11" 4'-11„ of _ _ _ _ _ i i7 N CLOSET 1 I 1 OFFICEOFFICE y- o I ESTIBU LE I 5'-10" 4'-2" 5'-10' ( I I I ' 5,_0 HALL " o -o" I 7'-12„ 1 o I I I 4'-8" 1'-1" 3'-0" 4'-112„ o0 6' „ v 4 -10 LIN N 1 ! Co I I _ 11 11 BATH 1_ N 3'-7 ° 1 I -2"I I I O 3 _0» wC 1 M `�II N 6, -CZ) " ( I OFFICE CL S +++++,+.+, + +.`.+..' i II nl I Q 11 ++ +++++ +++ VESf'IBULE1 _ �, — _� LEV 234 '+++++++++ ++ 20`1 +++�++ +++ " ^ + + + - ++ + 00 +' + + + + +++$ + �1+++++' + 8'-7 2 d ++ ++ ++,+ + + ++++ ++++ +++ +++I Ir W w + i HVA BEDROOM 1 + +. / + P ' 1+ + ++' ++ +`+ + + + 4>, + + + + ._', + I. LINEN i 2'-3 3 -10'[::]'-3" 4,_12+` _ ++ 3 + : +`+++ ++ S I A L` + - TO.PL D= J — -- -- -�' �, — -- + + + I IL ++ ++ +++ + ++,-+ + -_ I + + + + + + + I -- - - GAL ERY - i W + + + + V. ( GAL ERY 1 -8 /14 I I I II j + + +3+ "+ + -- VESTIBULE, I = E II j ++ +++++ I ( V STI UL + , 4> g„ 5 -11 - 4 1 �1� �' -10 - 1 -104' 4 - 0� 1 - 0 4,_» I I �( I U +++++++ ++ t 1 6 +++++++++++, - ++ ++++++ 4 L N + + + +++ ++ ++ + +++ '-2'-1-1" — 6'-9 — -- 6'-9" _ i. II = I� 11 O N ._ I . . . . . . ELL- -� 1 I I! � 7'-72" 4171 8,_0„ 4, 112„ '-22 M. CLOSET 2 — NICHE i To' -0"; N I M. CLOSET 1 VEST. 1 MASTER BEDROOM 0 1 VESTY-' CLOSET 2 I ! r" 2'-3" =-P 5'-12" ! 8'- 3'-102"`r 6'_72„ 11 5'-1„ 6,-12„ 4'-2" ! 5'-10lb ' I I I 1 _ I III i ED O�C 2 1 I / �' 1 _ �I- -- — —— _ M F- _n4 100 M. -A Lk7 R Y + t + + + + + + + + + + + + + + + + + + + + ``�' _ + + + + � + a++++++++++++++++ — _.. N 1 ++++ + �, +++++ + N Ir^ UI Il I I i + ++++++ ++++'++,/++ +1++ +++++++ + + - 2,_8 Lei I( � +++ ++ +Lf,++++++++ �, �, -g" -$ III i " +++++ + om ++++++.°-o' = 6,_ M. wC3 + + _g,++ +++++++5, I I I + + + + + i / +++++++++ 48 +++++++++ AFF 1 I III 3-10 2 7 VE 2 =I 15' 10" I I iII j 00 = = c I �„ I AT 2 .8 t=6>, 7" 9,_0» 7„ 2,_6 N 1111 F7 4i� W E I M. BATH ` I /p, I 9 PIER POSITION RELATIVE S TO SURROUNDING MATERIALS 3,_0„ 3,-0" 4,_6„ 3,-0" 1' 3' 1 3'-0" 3,_62„ 3'-0" 5'-8" 3'-0" 2'-82" 12'-102" TRUE 12X12 CMU PIER POSITION SET 2' 4$ 8' BY CENTERLINE DIMENSIONS SHOWN RELATIVE TO ICF WALL CORNER. ROOF 6> „ 7,-6„ 6,_82„ RIDGE TO ALIGN WITH PIER CENTER. \ 1,_9„ 4,_0„ 1,_9„ SECOND FLOOR 7'-2" 18'-10" 5'-3" 7'-6" 5'-3" DIMENSION 22'-0" Ir PLAN 4'-8" 26'-0" 18'-0" 24'-0" 12'-3" 72'-8" 600 10-10-17 03-16-18 JAMES i •Dl2 RE E �'?I ARCHITECT AR -0010382. 00 a'' rn INC O 00 �w W N 85'-8" TRUE 12X12 CMU PIER POSITION - SET BY CENTERLINE DIMENSIONS 31'-5" 16'-6" 24'-9" 13'-0" SHOWN RELATIVE TO ICF WALL CORNER, ROOF RIDGE TO ALIGN WITH 10-42 10-42 2'-11" 3'-0" 7"j,3'-0" 7"j,3'-0" 3'-22" 3'-0" 12-12 1'-10" 3'-0" 1'-10" 3'-0" 10" 3'-0" 3'-0' 4'-0" 12'_3" PIER CENTER " „ AT TOP 1 _02 11 OF BELOW 13'-7" PIER POSITION RELATIVE 6'-1 " TO SURROUNDING MATERIALS RC OF BELOW =i o o — — -I M =K i .. ax I - I o I �) _ CLOSET CLOSET i _ - 00 13 -82 6'- 42 4'-11" 4'-11„ of _ _ _ _ _ i i7 N CLOSET 1 I 1 OFFICEOFFICE y- o I ESTIBU LE I 5'-10" 4'-2" 5'-10' ( I I I ' 5,_0 HALL " o -o" I 7'-12„ 1 o I I I 4'-8" 1'-1" 3'-0" 4'-112„ o0 6' „ v 4 -10 LIN N 1 ! Co I I _ 11 11 BATH 1_ N 3'-7 ° 1 I -2"I I I O 3 _0» wC 1 M `�II N 6, -CZ) " ( I OFFICE CL S +++++,+.+, + +.`.+..' i II nl I Q 11 ++ +++++ +++ VESf'IBULE1 _ �, — _� LEV 234 '+++++++++ ++ 20`1 +++�++ +++ " ^ + + + - ++ + 00 +' + + + + +++$ + �1+++++' + 8'-7 2 d ++ ++ ++,+ + + ++++ ++++ +++ +++I Ir W w + i HVA BEDROOM 1 + +. / + P ' 1+ + ++' ++ +`+ + + + 4>, + + + + ._', + I. LINEN i 2'-3 3 -10'[::]'-3" 4,_12+` _ ++ 3 + : +`+++ ++ S I A L` + - TO.PL D= J — -- -- -�' �, — -- + + + I IL ++ ++ +++ + ++,-+ + -_ I + + + + + + + I -- - - GAL ERY - i W + + + + V. ( GAL ERY 1 -8 /14 I I I II j + + +3+ "+ + -- VESTIBULE, I = E II j ++ +++++ I ( V STI UL + , 4> g„ 5 -11 - 4 1 �1� �' -10 - 1 -104' 4 - 0� 1 - 0 4,_» I I �( I U +++++++ ++ t 1 6 +++++++++++, - ++ ++++++ 4 L N + + + +++ ++ ++ + +++ '-2'-1-1" — 6'-9 — -- 6'-9" _ i. II = I� 11 O N ._ I . . . . . . ELL- -� 1 I I! � 7'-72" 4171 8,_0„ 4, 112„ '-22 M. CLOSET 2 — NICHE i To' -0"; N I M. CLOSET 1 VEST. 1 MASTER BEDROOM 0 1 VESTY-' CLOSET 2 I ! r" 2'-3" =-P 5'-12" ! 8'- 3'-102"`r 6'_72„ 11 5'-1„ 6,-12„ 4'-2" ! 5'-10lb ' I I I 1 _ I III i ED O�C 2 1 I / �' 1 _ �I- -- — —— _ M F- _n4 100 M. -A Lk7 R Y + t + + + + + + + + + + + + + + + + + + + + ``�' _ + + + + � + a++++++++++++++++ — _.. N 1 ++++ + �, +++++ + N Ir^ UI Il I I i + ++++++ ++++'++,/++ +1++ +++++++ + + - 2,_8 Lei I( � +++ ++ +Lf,++++++++ �, �, -g" -$ III i " +++++ + om ++++++.°-o' = 6,_ M. wC3 + + _g,++ +++++++5, I I I + + + + + i / +++++++++ 48 +++++++++ AFF 1 I III 3-10 2 7 VE 2 =I 15' 10" I I iII j 00 = = c I �„ I AT 2 .8 t=6>, 7" 9,_0» 7„ 2,_6 N 1111 F7 4i� W E I M. BATH ` I /p, I 9 PIER POSITION RELATIVE S TO SURROUNDING MATERIALS 3,_0„ 3,-0" 4,_6„ 3,-0" 1' 3' 1 3'-0" 3,_62„ 3'-0" 5'-8" 3'-0" 2'-82" 12'-102" TRUE 12X12 CMU PIER POSITION SET 2' 4$ 8' BY CENTERLINE DIMENSIONS SHOWN RELATIVE TO ICF WALL CORNER. ROOF 6> „ 7,-6„ 6,_82„ RIDGE TO ALIGN WITH PIER CENTER. \ 1,_9„ 4,_0„ 1,_9„ SECOND FLOOR 7'-2" 18'-10" 5'-3" 7'-6" 5'-3" DIMENSION 22'-0" Ir PLAN 4'-8" 26'-0" 18'-0" 24'-0" 12'-3" 72'-8" 600 10-10-17 03-16-18 JAMES i •Dl2 RE E �'?I ARCHITECT AR -0010382. Lc DECORATIVE SOFFIT BEAM "B" ELEVATION 00 /`1 9'-4" 1;P .. I I I I I I VA CI NG 9'4" TO FLAT,A 1'6 I l i i I I I 9'-4"CEILING TYP. O.N. H I 9'-4" CEILING 1Y 10"-4"' CEILING 10'-4" CEILING 4 ILI 4 CEILING SKYLIGHT SKYLIGHT SKYLIGHT 10 OILING 9'-4" CEILING 0 9'-4" CEILING J7 H 0 1-77L Q DECORATIVE (SOFFIT BEAM B DECORATIVE POST AT SOFFIT (BEAM INTERSECTION i Ln 7'-3„ 1 62 6'-8' �� 9'-4"CEILIN4P. U.O.N. DECORATIVE SOFFIT BEAM A g„ 82" 6„ 4' - 2' DECORATIVE SOFFIT BEAM ''A" ELEVATION 9' CEILING 9'-4" CEILING /d l FLAT 11'-9" C I O TIC ECTRIC FOLDING ATTIC STAIR VAULTED CEILING 9'-4' TO 11'-9" 9'-4" CEILING 9'-4" CEILING\Q VAULTED CEILING 9'-4' TO 11'-9" FLAT 11'-9" CEI 9'-4" CEILING B.O.BM. 8'-9j"AFF CLNG. 9'-11�"AFF B.O.BM. 9'-4"AFF CLNG. 9'-11j"AFF B.O.BM. 9'-4"AFF CLNG. 9'-11�"AFF GENERAL NOTES: 1. CEILING HEIGHTS ARE CONCEPTUALLY MEASURED TO UNDERSIDE OF FRAMING w 00 a p N 00 o �Q i w >w dx U U W Z �H NQ ave ��Ww�C Q G4 4 w o �Q �o w >w dx U U W Z �H NQ O Q G4 N W E S 2' 4' 8' SECOND FLOOR REFLECTED CEILING PLAN 601 09-20-17 03-16-18 ,TAMES W DUPREE W AR -0010382 9 i L0 N Q � \O N O 00 N W Q' C o w �W Ww�,UN WQ QQ�Wc� 31'-5" 16'-6" 24'-V 12'-3" O 0. FIRST FLOOR ROOF BELOW FIRST FLOOR ROOF BELOW FRO WALL FACE TO END OF TRUSS. W VAULTED FILING ®5/12 SLOPE gL0 KING AND FASCIA TRIM INCREASES WITH FLA CENTER OVERHANG DIMENSION TO 2'-2 Y" CHIMN IMN Y ----6m ROOF RIDGE TO PASS OVER CENTER ----- — — ------------ OF CMU PIER AS DIMENSIONED HERE N �' W N N I —o I - - v I — J — II Lo V)CD LIJ II I z r 0_ Lo d -- ---- - oe I 41 10 LIJ I II i� 01/ OF Ln ( I CL F G� W �I 13 N _ 2'-1 \�GABLE FACE n o � TW IIT %AUTOMATIC l,/ 1 1 5/12 "� — -- TOF II \ I I II RIC FOLDING ATTIC STAIR ♦ I �� 3 II 12 04 SL PE \♦ I) Q —------- cv a I 6 W 5/12 5 1 2 \ J o SKY IGHT SK LIGHT i SKYLIGHT 41 - SLOPE 6 0-- G -- i i II 13 I� SLOPE I ", N I I I (N ( SLOPE II F-� k — � _ O N I � VAULTED CEILING ®5/12 SLOPE S - :& I GABLE FACE I `D ;� Qy' WITH FLAT CENTER I I HVA 2'-11" 6 -8" 6'-8�" \V II A.H JHV 26 -9 1 -5 3 \ 15-10 / 5 2 OTENTIAL LOC TIONS FOAIR HANDLERS AT ATTIC. + (I W CONSULT MEC . SUBCONTRACTOR FOR ACTUAL LOCATION H \ ` I 111 I I I 2 \ o — 1 11 3" i IT 14 N �" I co I Q 112'-0" � �: ;, I I I it I �♦ — - — ;( I �o I II 8 I Ij !I I 14 1 I I SLIC PE SLOPE I I // \♦ II 11 r six - t \N I) I -.----------__--- ----_-._-----------.---___-. --------- ROOF RIDGE TO PASS OVER CENTER OF CMU PIER AS DIMENSIONED r? I VAULTED CEILING ® 5/12 SLOP N n, .... - WITH FLAT CENTER i - 'W E 17 17 DECORATIVE 7'-3" 7'-6" 7,-3" 14 15 20 21 16 10 BEAM ATZ 22'-0" 15 15 17 18 15 S HORIZONTAL r-9 15 SOFFIT UNDER GABL2 � q- ' 80 E FACE 15 EXTENDED SOFFIT GABLE FACE 2307 NSF 4'-8" 7'-2" 18'-10" 18'-0" 24'-0" 12'-3" ROOF GENERAL NOTES: PLAN 11 12 19 13 1. ROOF TO CONSIST OF CEDAR SHINGLES OVER SELF—ADHERING 15 15 17 15 WATERPROOF MEMBRANE OVER J" PLYWOOD SHEATHING OVER PRE -FABRICATED WOOD TRUSSES 2. UNDERSIDE OF ROOF SHEATHING OVER ENCLOSED LIVING AREA TO 7 RECEIVE 84" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION TO ACHIEVE R-30 VALUE AND COMPLETE AIR SEAL 3. INSULATION TO CONTAIN FIRE RETARDANT MATERIAL TO ACT AS CODE 09-28-17 COMPLIANT IGNITION BARRIER. QUALIFYING PRODUCTS INCLUDE DIMILEC APX 1.2 AND ICYNENE CLASSIC MAX. 03-16-18 4. ATTIC CONSIDERED PARTLY CONDITIONED SPACE WITH MECHANICALLY CONTROLLED HUMIDITY LEVEL 5. ATTIC SPACE MODELED TO BE APPROXIMATELY 9760 CUFT jAMES,W, QUPREE III ARCHITECT AR -0010382 EXISTING GUEST COTTAGE 21'-7" PROPOSED NEW MAIN HOUSE N 00 O — — — — — — — APPROXIMATE TOP OF ROOF — — — +5 0'-2 1 /2 — : SEPARATION ® O M — — — — - — — — — — - — — — — — — — 12 WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, O W N s p IMPACT RATED WINDOW WITH "TURTLE GLASS", TYPICAL, � i WITH DIVIDED LITES AS SHOWN. w M O w . � SECOND FLOOR TOP OF WALLi PLATE _ ■ ■ , ❑■a ® 0 OI'1 ❑ I' ■ � w H � � HADDONSTONE A214 LARGE CLARENCE URN PIER CAP 1 ! � ❑ � � i � � � � � I � I � � ~ U F--� QI w [� o i HADDONSTONE S110C , V1 � C%1 it HADDONSTONE S110S I'IER STRING SECOND FLOOR TOP OF - — — —IT — PLYWOOD 1 111 I TIL 1 11 Hill III I IIIIII W,1 ii il 11 If 11 11 if 11 ti O w O `V 1 �- I U HADDONSTONE E590 PINEAPPLE AND BASE HADDONSTONE A214 LARGE CLARENCE URN Q HADDONSTONE S150B PIER HADDONSTONE S150C BLOC PIER CA � ❑ _ I HADDONSTONE S110C PIER CAP N W 00 i 1 S110S PIER STRING r F -a FIRST FLOOR TOP OF PLYWD AS -1 � HiH 11 Hill 11 Hill 11 111] 11 1 t I � I� 1� � � I I! �i ❑ �-� ❑ 1 ■ ❑ ❑ � ❑ rHADDINSTONE NSTONE A300 FONTAINBLEAU URN "FINISHED FLOOR" HADDONSTONE S100C PIER CAP i__L 11 HADDONSTONE S100S PIER STRING FIRST FLOOR TOP OF SLAB— _ —+19'- � g 3 — — �, , ■ , ,, r- — CALCULATED CALCULATED AVERAGE GRADE AT +16'-2" _ �NAVD — — — -Q — — MI 4' HIGH WOOD BOARD PRIVACY AND POOL FENCE MIN. 4' HIGH WHITE PAINTED ALUMINUM POOL FENCE MIN. 4' HIGH WHITE PAINTED ALUMINUM POOL ENCLOSURE FENCE NEW ACCESS STAIRS WITH ALUMINUM HANDRAILS TO REPLACE EXISTING SOUTH COMPOSITE BUILDING ELEVATION W EXISTING COTTAGE BEYOND PROPOSED NEW MAIN HOUSE PROPOSED NEW MAIN HOUSE 50'-2 1 2" TOP OF ROOF 12 s p• d6� a� WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, i z 5p _ i r IMPACT RATED WINDOW WITH 00 TURTLE GLASS", TYPICAL, WITH DIVIDED LITES AS SHOWN. O SECOND FLOOR TOP OF WALL 41'-3 3/4"!, T W i SECOND FLOOR TOP OF -h PLYWOOD + 1 11. ii i. 1111 I 1 — — — — — — — — — — — w W � - o iz I I I l W N N N ap ,_� �� II �! , I �_1 HADDONSTON HADDONSTONE S S110C PI R CAP STRING`- _ ❑ a I I HADDONSTONE OBELISK E550 A,B,C,D tOS PIER FIRST FLOOR TOP OF PLYWD A „FINISHED FLOOR"..�i _ "I-` L1' ,_ . ,_ __: _j-1 _ I } } HADDONSTON HADDONSTONE CAPFUUNIAIN BLOCK E �, ! I HADDONSTONE BASE 6120 A,B S950C PER 1208 PIER FIRST FLOOR TOP OF SLAB -5' 1J119 i� -��I CALCULATED AVERA _ — _ +16'-2"— Ll 16:2 NAVD — _ — _ — — — — G�'IL — — — — — — — — — L i ■ EXISTING COTTAGE TO REMAIN WEST COMPOSITE BUILDING ELEVATION EAST COMPOSITE BUILDING ELEVATIO N W E S PROPOSED NEW MAIN HOUSE 21'-7" EXISTING GUEST COTTAGE — _ — S'�"'� — — — — — — — — — APPROXIMATE SEPARATION — — — — — — — — — — — — _ L}- ' 8' 16 TOP OF ROOF _ — o+50'-2 1 2" — — — — — — — — — — — iz 12 WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, sp sp IMPACT RATED WINDOW WITH 00 "TURTLE GLASS", TYPICAL, WITH DIVIDED LITES AS SHOWN. SECOND FLOOR TOP OF WALL +41'=3 3/4" — COMPOSITE ;I� ,� l J !,Ii1 L 4� BUILDING I� ■ I a ELEVATIONS SECOND FLOOR TOP — — — OF � — +31'_11 3 4" — — — — — — — �� _ I I '` ! J1 � ■ �� ! _IWit 'T i i I! I — — � I i � I 1 11 Ill Ill 11 11 1 1 - I ; i, , i �- ! -• � , ; 7 , , !, - !. PLYWOOD o u I LJ immim I ❑ ��. 1❑ ❑ ! I I� �❑ ❑ �� I � { � � 1 lig �� I' �II I iLll L1�1 I N JJ { ❑ ��; {. �❑ ❑�' L❑ auu I �, �I� � — , �11�! �� FLOORTOP OF "FINS PLYWD AS _� , ❑ r T�� ❑11IL--JI'-'i1 LL �_� ❑ ❑ 1 Lsa_ IL_ I ED FLOOR" — — — —+19-3 3 4 _ ,L -- a_ .. j ! ILi_ 10-10-17 �. __ -DID FIRST FLOOR TOP OF SLAB ,Q �g'_3" — lull[� —■l 4� �� ;1� ��ll =11 .... . . imm -� 03-16-18 CALCULATED AVERAGE GRADE AT +16'-2" — —tw 167 NAVID L: lzl� NEW ACCESS STAIRS REPLACE EXISTING MIN. 4' MAX. 5' HIGH WHITE ALUMINUM PICKET POOL FENCE 4' HIGH WHITE BOARD ON BOARD PRIVACY AND POOL ENCLOSUREFENCE 6' HIGH WHITE BOARD ON BOARD PRIVACY FENCE 4' HIGH WHITE BOARD ON BOARD PRIVACY FENCE 3� Ake 11,T_ NORTH COMPOSITE BUILDING ELEVATION ." AR -001036 \ 1 i 1 / • , 1.1..1 ., , - • pal21 - ---- --:. __.__-_--..__. ------ ------. -.-.. _. _.._ __■�.-- 111111■ 1111■IG - -.- - -._-------- --. _..----- _-_.---- ------ _ _ -. • - -_ - _ _- �� - _._ __-_._----___..- �__ _-_ _ _. __ �- _ _ _--. _ � � --- _._-.. -- ----- - -----------_ --.. � , - � � • � • �, ------_ �■� � -- -- -- - - _ ----- -� - - -_ -- - _ Imo■ ■��INi I I I I _ / 1 • i■ �1 1�■�.�1�■�>•,�■i■ I ■■ ■ - - � _ _ II■ice- p - �i■1 � ■ ■ � - • • • • - • - • _. _ _ HIM �I �■ ■ ■�■1 _ ■ •-- - -- -__ _ _ _ _ _ _ _ _ _ _ ._.._____III111111_I_IIIII� 111111 1 - 1111■111■■11111■1111111■ �■ I■ ■1■1■ ■1■1■1■1■1■1■�■■1■■1■1■1■ 1 .� _■�. Mom IM r Til TiTi�i __ MON NEMIROWI I • �..'-■`....-""'....- ' 1 111 ' 1 :• 1 •• 1 1 1 1 ' - ■ ■ • �1,1i1,1,11 1 1 / � . • .11 ,1' 1,111 �f�► �Ir � I �I I - - - --- I� SII 1ROJEW1 ' 1 ' I i. � .. ■ � lilt � � I..r.� � , ., - • � ••- •- • / �■� III � E • ..� �... � ., , . ••� ' I�,/■ ■'■ . ' _ ' 1■ - ISI, -- �I111■i -� - -- - 1 111 1/ /_ 1 1 111 1 1 .1 1/ I I I I I •' r 1= . � = SEE • • / ■x :111■ ■,■■'■,■ a e'.0•�.�.2 i AM . 1 IN al I a ._._ - - • I I iii , • TOP OF ROOF +50'_ 2" - SECOND FLOOR TOP OF WALL _ �+41 '_ 4"' _ P LATE SECOND FLOOR TOP_ OF PLYWOOD141-1, + 31 '= 1 1 31/4 FIRST FLOOR TOP OF PLYWD AS "FINISHED FLOOR" + 19 3 3 4" F -- FIRST FLOOR TOP OF -SLAB CALCULATED AVERAGE GRADE AT +16'_2" 1572-7- N AV D - -- - - T 1 � QTS � y T T T_ T z r 77 77 - -r 1 �z SKYLIG U n �J jL ill I _._ 12 5� C MAIN HOUSE NORTH ELEVATION -- - �00 oN� -+ M 00 u O w �,c O U WHITE FIBERGLASS CLAD OR W ALUMINUM CLAD WOOD, p 0.0 W �' IMPACT RATED WINDOW WITH "TURTLE GLASS", TYPICAL, Qw W U WITH DIVIDED LITES AS SHOWN. u w O o NCq W � a PLYWOOD -T_ 1 is WHITE PAINTED BRICK VENEER OVER CMU CHIMNEY MASONRY PIERS WRAPPED IN WHITE PAINTED CEDAR SHINGLES AND WHITE PAINTED BRICK VENEER AT BASE 11 9'-3 3 4" FIRST FL00R TOP OF -_�PLYWOOD AS FINISHED FLOOR 19 3 FIRST FLOOR TOP OF SLAB _ + 16 2 CALCULATED AVERAGE GRADE AT 1 6.2T NAVD N WME S 2' 4' MAIN HOUSE BUILDING ELEVATIONS Lem 10-10-17 03-16-18 PES, EU E � ARCHITECT AR -0010382 7 w +50'-2 1_12" TOP OF ROOF o CLAY CHIMNEY POT WITH RAIN �Q w �Do Ww CAP. BUFF COLORED CLAY OR ¢U 4 w u WU �H N r r W �a CCA PRESERVATIVE TREATED O Q G4 CEDAR SHAKE ROOFING, TYPICAL PLYWOOD -T_ 1 is WHITE PAINTED BRICK VENEER OVER CMU CHIMNEY MASONRY PIERS WRAPPED IN WHITE PAINTED CEDAR SHINGLES AND WHITE PAINTED BRICK VENEER AT BASE 11 9'-3 3 4" FIRST FL00R TOP OF -_�PLYWOOD AS FINISHED FLOOR 19 3 FIRST FLOOR TOP OF SLAB _ + 16 2 CALCULATED AVERAGE GRADE AT 1 6.2T NAVD N WME S 2' 4' MAIN HOUSE BUILDING ELEVATIONS Lem 10-10-17 03-16-18 PES, EU E � ARCHITECT AR -0010382 7 +50'-2 1_12" TOP OF ROOF CLAY CHIMNEY POT WITH RAIN CAP. BUFF COLORED CLAY OR SALT GLAZED FOR BROWN FINISH r r CCA PRESERVATIVE TREATED CEDAR SHAKE ROOFING, TYPICAL _. MASONRY PIERS WRAPPED IN WHITE PAINTED PVC TRIM +41 '-3 3/4" SECOND FLOOR TOP OF WALL PLATE - - r- WHITE PAINTED SAPELE MAHOGANY RAILING SYSTEM WITH NATURAL STAINED CAP TO MATCH SAME AT GUEST COTTAGE - �� I co N - 1 3/4" +31 '-1 - - - -- SECOND FLOOR TOP OF PLYWOOD -T_ 1 is WHITE PAINTED BRICK VENEER OVER CMU CHIMNEY MASONRY PIERS WRAPPED IN WHITE PAINTED CEDAR SHINGLES AND WHITE PAINTED BRICK VENEER AT BASE 11 9'-3 3 4" FIRST FL00R TOP OF -_�PLYWOOD AS FINISHED FLOOR 19 3 FIRST FLOOR TOP OF SLAB _ + 16 2 CALCULATED AVERAGE GRADE AT 1 6.2T NAVD N WME S 2' 4' MAIN HOUSE BUILDING ELEVATIONS Lem 10-10-17 03-16-18 PES, EU E � ARCHITECT AR -0010382 7 I 24 �I�III'NNII�K�iIIRd�llHli 12 M. CLOSET 1 I L 5 BEDROOM 2 BATH 2 I E 22 12 v - I m 12 5 _ --- -- L MASTER BEDROOM I _T BALCONY G 23 i M. BATH III I I'�"' `jl' I �nSitk nturctxOM a I ,I BALCONY - -, �1+50'-2 0 N N i 00 N +41'-3- 3-/4"T.O.WALL PLATE + 31 ' _1 1 3 4T. O . P LYW D . MM 30.1 TOP OF PLYWD AS FINISHED EE❑❑R +19'-3 3/4" )7 +199 -3 T -- - -- r + 1 6'-2" C.A.G. Q POOL W � �w w� +50-2 i 00 *+41'--3- 3./4"T.O.WALL PLATE ^off I I rn 00 +31 =11 3 4T.O.PLYWD. IRV :r O t N N W IE S 2' 4' 8' mini son laills- in�l�ll EEL I I III Isom on on �M1I mqrm_lm—1 -0— 1 i I I ME 12 5� �i IL STAIR HALL � I - f-, 4, • �� U PC WDER CLOSET 0 N 00 0 "9J�11 ll - I KITCHEN 4 BUILDING SECTI❑N 26 12 5� LINEN' CLOSET 1 1 VESTIBULA: 1 I;1 HVAC OBUILDING SECTIION 3 12 5� LIVING 1.11 WPM reTem BEDROOM 1 LIVING � LIEJI BALCONY 1251, 00 co -+-50'=22„_ �,+41 ' -3 3/4"T.O.WALL PLA C!s +31 '-1 1 3 4"T.O.PLYWD.Mi BALCONY 12T w +50'-2 1 2 N 00OC - R TOP OF PUYWD AS FINISHED F(___❑❑R BALCONY 1251, 00 co -+-50'=22„_ �,+41 ' -3 3/4"T.O.WALL PLA C!s +31 '-1 1 3 4"T.O.PLYWD.Mi BALCONY 12T w +50'-2 1 2 "T.O.WALL PLAE _ _ _ CD +3V- I 1 3 4T.0-PLYWD - - - - - 00 N TOP OF PLYWD AS FINISHED FLOOR T�- _ ,+ 1 9'-3"T.O.SLAB - - ---- - - -- - -- _ + 16 , _2" C.A.G. _ - ---- POOL TROD, IT Alk N w E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 12 10-10-17 03-16-18 71MES W PUPREE I!1 Art'AITEJ AR -001082 N 00OC IC `c N O TOP OF PUYWD AS FINISHED F(___❑❑R ,J,+ 19'- 3 3/4" W � U Is•, w + 19 Q w w U TE W� QQ�wN +1 6, C.A.G. �w za O "T.O.WALL PLAE _ _ _ CD +3V- I 1 3 4T.0-PLYWD - - - - - 00 N TOP OF PLYWD AS FINISHED FLOOR T�- _ ,+ 1 9'-3"T.O.SLAB - - ---- - - -- - -- _ + 16 , _2" C.A.G. _ - ---- POOL TROD, IT Alk N w E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 12 10-10-17 03-16-18 71MES W PUPREE I!1 Art'AITEJ AR -001082 W TOP OF PUYWD AS FINISHED F(___❑❑R ,J,+ 19'- 3 3/4" + 19 3' T.0_ LAB +1 6, C.A.G. O _2” _ � W U �W w� W GQ W O "T.O.WALL PLAE _ _ _ CD +3V- I 1 3 4T.0-PLYWD - - - - - 00 N TOP OF PLYWD AS FINISHED FLOOR T�- _ ,+ 1 9'-3"T.O.SLAB - - ---- - - -- - -- _ + 16 , _2" C.A.G. _ - ---- POOL TROD, IT Alk N w E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 12 10-10-17 03-16-18 71MES W PUPREE I!1 Art'AITEJ AR -001082 i MM � I I III ,. (- 0..., IF[ .a9\., _,qqq ,a /ISI Is__ 6z,bkqb- millmom 12 5 ELEV. ELEV. CLOSET 2 VESTIB J LE d- 0 SHOWER 2 1111 BATH 2 11 BUILDING SECTION 12 B 5 D 21 STAIR !l F LJI d•,+50'-2 1 Z - "b, 00 Ak+41'-3 3/4" +31'-11 0 N N e,- /4" SKYLIGHTS 12 5 g C 1 SHOWER 1 LINE GALLERY M. LOSE 2 M. SHOWER M. 1141-9[m Imil I1 m ,6,+41'— ,-.+31'— +1 9'— j4+16 — BUILDING SECTION N W E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 _ = 10-10-17 03-16-18 .-La.. F/ DAME NJ PUPREE il! ARCHITECT AR -0010382 �O M a Ww 11c N oo �U N O W � U QW . W u W O N W E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 _ = 10-10-17 03-16-18 .-La.. F/ DAME NJ PUPREE il! ARCHITECT AR -0010382 �O Q w Ww QU �w �U N O N W E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 _ = 10-10-17 03-16-18 .-La.. F/ DAME NJ PUPREE il! ARCHITECT AR -0010382 pp, i�lrl r bbbbbi.- mm-1 1111 1 I II P SII 12 5 � UNDRV M. CLOSET 2 OBUILDING SECTI❑N VAULTED CEILING E'llsom, MIEN 122, on, one mill SOUTHWEST PORC H OBUILDING SECTI❑N PININ I 11 12 12 `J4 12 5 BUILDING SECTION 12 5 Islip.; I oil IRWIN IN son son oil 11- 1 11111 son POWDER CD w o � Q w �Do Ww Qx w u w� �v Q N O Q N W(DE S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 17 10-10-17 03-16-18 AfCHITLC AR -0010382 11mim1010001 t■nimm!!I■ iii�'mn'miii�mm'i ■IL mI!■■ 1■I i i " � 1'I�II■IIL:I■ �1IIIIIIIIII�IIIIIIIIIIIIIIIII �1111�1711 =0 �I�t■III� low INN ._.: -- ilii nmli �� ■i ��.....�.�. I� - m111 �� 1 ■■ ■■ = ■■■■ mi 111 1119onin �i- 111 111IWiillm■Ih�_.■ '=?'sem i -es -E -r' _...pie ��■ IIIIIIIII IIIIIIIII ILIIIIIIr_IIIIIIIIIII!IIII. IIIIIIIIIIIIIIIII � _,■ =: a � � � � , , r � .... N� t � .F v . _ . r .:: ... . , _ � � � � r _ � .: • 000 ar%� �www�C Qwww u� . U Wocon cn�o�ooa� W V 1 Q w W w� N Z Wr --i �"{ 0 " " NOTES AND DETAILS 10-10-17 �AME`� .�P� JJ JPREE i' ARCHITECT AR -0010382 MATERIAL INSTALLATI❑N NOTES MARK NOTES ALL MATERIALS TO BE INSTALLED PER MANUFACTURER AND SUPPLIER RECOMMENDATIONS AS WELL AS REQUIREMENTS LISTED IN THE GENERAL FLORIDA BUILDING CODE (FBC) OR AS SPECIFIED IN FLORIDA PRODUCT APPROVAL DESCRIPTIONS. WHERE RECOMMENDATIONS CONFLICT WITH NOTES BELLOW, CONSULT ARCHITECT TO DETERMINE PROPER SPECIFICATION AND INSTALLATION METHODS. AT WOOD ROOF: 5/8" THICK X 18" LONG CERTI-SAWN TAPERSAWN WESTERN RED CEDAR SHAKES WITH CERTI-LAST CCA PRESERVATIVE TREATMENT AND 100% EDGE GRAIN AND FLORIDA CODE APPROVAL. SHAKES LAID WITH 5-1/2" EXPOSURE TO WEATHER WITH 1/4" KEYWAYS, FASTENED WITH 2 STAINLESS STEEL NAILS, (31 6 GRADE), INTERLAID AT EACH LAPPING COURSE WITH AN 18" WIDE STRIP OF 30# ASPHALT IMPREGNATED FELT, (TYPE 2 PER ASTM D 226), SET BACK 1 1 " FROM THE BOTTOM OF EACH SHAKE, ALL OVER CONTINUOUS LAYER OF CEDAR BREATHER CONTINUOUS VENTILATION SHEET BY BENJAMIN OBDYKE WITH BUTT JOINTS OVER LAPPING SHEETS OF 30# ASTM 226 -TYPE 2 FELT ANDA 36" STRIP OF POLYGLASS POLYSTICK TU MAX WATERPROOF MEMBRANE AT EAVE EDGES AND VALLEYS. OPTION TO USE SELF -ADHERING MEMBRANE SUCH AS POLYGLASS POLYSTICK TU MAX OVER ENTIRE ROOF 1 BUT THIS IS NOT RECOMMENDED BY NATIONAL CEDAR BUREAU. FELT OR MEMBRANE TO BE AFFIXED TO 5/8" EXTERIOR GRADE PLYWOOD ROOF SHEATHING COATED AT UNDERSIDE WITH 8-1/2" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION TO ACHIEVE INSULATION VALUE OF R-30 WITH INTEGRAL THERMAL BARRIER SUCH AS DEMILEC APX 1.2. SHAKE STARTER COURSE AT EAVE TO BE DOUBLE STACKED. RIDGES TO BE CAPPED WITH PRE -MADE CEDAR "HIP AND RIDGE CAPS" INSTALLED TO ALLOW VENTILATION AT TOP OF CEDAR BREATHER. OPEN VALLEYS AND ALL WALL AND EAVE DRIP FLASHING TO BE 316 STAINLESS STEEL TO BE PAINTED. CEDAR BREATHER MAY BE STOPPED 1" SHORT OF ROOF EAVE AND GABLE EDGES TO PREVENT WINDBLOWN RAIN FROM ENTERING SYSTEM. ATTIC CAVITY TO BE MECHANICALLY CONDITIONED IN MANNER SUFFICIENT TO CONTROL HUMIDITY AND PREVENT MOISTURE ACCUMULATION. ALL EXTERIOR WALLS TO BE SOLID CONCRETE CONTAINED WITHIN INSULATED FORMS SUCH AS THOSE PROVIDED BY "BUILD BLOCK" CREATING A 9" THICK "ICF WALL" WITH MIN. 4" THICK CONCRETE CORE. PLASTIC STRIPS EMBEDDED IN WALL TO RECEIVE 316 2 STAINLESS STEEL FASTENERS TO SECURE ALL FURRING STRIPS, SHINGLES AND TRIM. WALLS TO BE SUPPORTED BY CONCRETE SLAB AND INTEGRAL GRADE BEAMS IN TURN SUPPORTED BY CONCRETE PILE FOUNDATION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL CONCRETE SIZING, REINFORCING AND ATTACHMENT DETAILS. WALL EXTERIOR TO RECEIVE CEDAR SHINGLE CLADDING AS NOTED BELOW. INTERIOR TO RECEIVE J" GYPSUM BOARD ATTACHED TO EMBEDDED PLASTIC STRIPS. AT SHINGLE WALL: #1, .45" THICK X 18" LONG CERTIGRADE R&R SHINGLES WITH CERTI-LAST CCA PRESERVATIVE TREATMENT AND O FLORIDA CODE APPROVAL LAID WITH 5-1/2" EXPOSURE AND 1/4" KEYWAYS, AND ALTERNATING INTERLACED CORNERS NAILED WITH 316 STAINLESS STEEL NAILS OVER LAYER OF BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN FABRIC WITH BUT JOINTS TO 1X4 PT 3 WOOD HORIZONTAL FURRING STRIPS AT 5-1/2" CENTERS OVER 1X4 PT WOOD VERTICAL FURRING STRIPS AT MAX. 24" CENTERS ATTACHED TO VINYL STRIPS AT ICF WALL FOR VENTILATED RAINSCREEN APPLICATION. FOAM FACE OF ICF WALL TO RECEIVE APPLICATION OF PROSOCO R -GUARD CAT -5 OR OTHER COMPATIBLE AND APPROVED WATERPROOF MEMBRANE TO ACT AS DRAINAGE O PLANE AND WEATHER RESISTANT BARRIER. WHERE FOAM IS DAMAGED OR CONCRETE IS PRESENT AT EXTERIOR FACE TREAT WITH PROSOCO R -GUARD FAST FLASH LIQUID -APPLIED, VAPOR -PERMEABLE MEMBRANE. AT BASE OF CEDAR SHINGLE WALL: PROVIDE VERTICAL 2X PT WOOD BLOCKING CUT TO CURVED SHAPE AND AFFIXED TO ICF WALL. APPLY 1X4 PT HORIZONTAL FURRING STRIPS OVER VERTICAL FURRING TO FOLLOW CURVE. PROVIDE STAINLESS STEEL FLASHING WITH 4 HEMMED EDGE OVER PVC TRIM OVER PT WOOD BLOCKING AT BASE OF CURVED VERTICAL FURRING. BEND SHINGLES TO FOLLOW CURVED SHAPE WHEN NAILED TO HORIZONTAL STRIPS WITH 326 STAINLESS NAILS. BOTTOM COURSE OF SHINGLES TO EXTEND MIN. 1/2" BEYOND UNDERLAYER TO CREATE DRIP. BELOW SHINGLE WALL: STARTING AT CONCRETE FOOTING, STACK CLAY BRICK PER ASTM C 216 FOR FACE BRICK VENEER, SW GRADE, TYPE FBS, MODULAR SIZE, CREATING TYPICAL 1-1/2" GAP BETWEEN BACKSIDE OF BRICK AND FACE OF CMU WALL. DEPTH OF GAP INCREASES AT ORNAMENTAL CORNERS. AT PLACES IN NORTH WALL THIN BRICK IS ADHERED DIRECTLY TO CMU IN LIEU OF STANDARD BRICK. LOW ALKALI TYPE M MORTAR TO FOLLOW ASTM C 270 WITH CONCAVE TOOLED JOINT. PROVIDE STAINLESS STEEL WALL TIES SPACED 16" VERTICALLY AND 24'" HORIZONTALLY TO SECURE BRICK TO CMU OR ICF WALL. PROVIDE THOUGH -WALL FLASHING AS 5 SHOWN TO DRAIN BASE OF CAVITY. PROVIDE LIWQUID APPLIED COUNTERFLASHING OVER TOP OF THRU WALL FLASHING. PROVIDE WEEP HOLES SPACED 24" HORIZONTALLY AT VERTICAL JOINTS IN VENEER WALL JUST ABOVE TERMINATION OF THROUGH -WALL FLASHING. FILL CAVITY BELOW FLASHING WITH MORTAR. BRICK AND MORTAR TO BE PAINTED WHITE WITH ALKALI -RESISTANT, POROUS PAINT THAT WILL ADHERE TO BRICK BUT BREATHE SO AS NOT TO INHIBIT THE ESCAPE OF MOISTURE FROM THE WALL CAVITY. BRICK MUST BE CLEAN, DRY AND FREE OF EFFLORESCENCE BEFORE BEING PAINTED. DO NOT ACID WASH BRICK BEFORE PAINTING. SEAL EXTERIOR FACE OF CMU OR ICF WALL WITH LIQUID APPLIED VAPOR PERMEABLE MEMBRANE SUCH AS PROSOCO R -GUARD CAT -5. ICF WALL OPENINGS TO BE CREATED WITH 2X10 PRESSURE TREATED SYP FORM BOARDS OR "BUCKS" ANCHORED TO CONCRETE CORE. WHITE FIBERGLASS OR ALUMINUM CLAD WOOD WINDOWS AND DOORS, HERE CONSIDERED ANDERSEN A -SERIES, MARVIN ULTIMATE OR SIMILAR, TO BE PAINTED WHITE AT INTERIOR, EXTERIOR DOORS AND WINDOWS TO PROVIDE IMPACT PROTECTION OF BUILDING ENCLOSURE PER FBC AND MIN. 45% REFLECTANCE OF VISIBLE INTERIOR LIGHT AS REQUIRED TO MEET STATE REGULATIONS PROTECTING SEA TURTLES. SEE WINDOW SCHEDULE FOR UNIT TYPE AND SIZE. INSTALLATION AT WALL OPENING TO INCLUDE 6 APPLICATION OF WATERPROOF MEMBRANE SUCH AS PROSOCO R -GUARD FAST FLASH ALL AROUND INSIDE FACE OF PT WOOD BUCKS, OUT OVER PT 2X FACE BLOCKING SUPPORTING PVC TRIM AND EXTENDING MINIMUM 4" OUT ONTO FACE OF ICF COATED WITH R -GUARD CAT -5 MEMBRANE. WINDOW TO BE SHIMMED IN PLACE WITH FLANGE SET ONTO FAST FLASH OVER FACE BLOCKING AND THEN SEALED WITH ADDITIONAL LAYER OF FAST FLASH ALL AROUND WINDOW FRAME. SHIM CAVITY TO BE CLOSED AT EXTERIOR WITH BASF MASTERSEAL NP1 POLYURETHANE SEALANT OVER BACKER ROD AND AT INTERIOR WITH PROSOCO R -GUARD AIR DAM BACKER ROD AND SEALANT. WINDOW TO BE TRIMMED WITH PVC TRIM AT EXTERIOR WITH STAINLESS STEEL HEAD FLASHING AT TOP. SIZE AND SHAPE OF INTERIOR TRIM AROUND DOORS AND WINDOWS TO BE CONFIRMED BY INTERIOR DESIGNER. DECORATIVE EXTERIOR TRIM AROUND OPENINGS AND AT BASE OF SHINGLE WALL TO BE COMPOSED OF PVC BOARDS AND MOLDING AS PROVIDED BY AZEK OR VERSATEX. WHERE FLAT TRIM IS APPLIED IN LONG UNINTERRUPTED SEGMENTS LIKE THE FASCIA AT THE 7 TOP OF THE SHINGLE WALLS USE BORAL CEMENTITIOUS BOARDS TO AVOID JOINT PROBLEMS DUE TO THERMAL EXPANSION. EXTERIOR MOLDING AT THE FASCIA, DOOR AND WINDOW HEADS TO BE FYPON POLYURETHANE TO ACHIEVE DESIRED PROFILE. TAKE CARE TO INSTALL TRIM TIGHT OVER SOLID BACKING WITH COMPATIBLE ADHESIVE AT ALL JOINTS AND FASTENERS SPACED AT 16" MIN. TYPICAL FLOORING MATERIAL AT SECOND FLOOR: CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH 8 TO BE SELECTED, LAID OVER VAPOR RETARDER SUCH AS LAYER OF 30# ASPHALT SATURATED FELT OVER 3/4" T&G PLYWOOD SCREWED AND GLUED TO 20" DEEP PRE -FAB WOOD TRUSSES PER ENGINEERING DRAWINGS. PROVIDE 3-1/2" THICKNESS OF MINERAL WOOL INSULATION AT UNDERSIDE OF SHEATHING FOR SOUND CONTROL. TYPICAL FLOORING MATERIAL AT FIRST FLOOR CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH TO 3 6 12"19 9 BE SELECTED, LAID OVER VAPOR RETARDER SUCH AS LAYER OF 15# FELT OVER 3/4" PLYWOOD SUBFLOOR OVER CONCRETE SLAB OVER 6 MIL POLYVINYL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. CEDAR SHAKE ROOF OVER CEDAR BREATHER VENTILATING FABRIC OVER SELF -ADHERING WATERPROOF ROOFING MEMBRANE OVER %" EXTERIOR GRADE PLYWD OVER PREFABRICATED WOOD ROOF TRUSSES. SEE MATERIALS NOTE 1. 2 2'-D„ STAINLESS STEEL DRIP FLASHING WITH HEMMED 1 2 EDGE OVER PT BLOCKING. FLASHING COVERS WHITE PAINTED BORAL CEMENTITIOUS TRIM. 55 n � Y /r p+41'-3 3/4" T.O.PLATE� 1X6 T&G PINE SOFFIT NAILED TO BOTTOM OF TRUSS RETURN WITH JOINTS RUNNING PARALLEL TO WALL, TO BE PAINTED WHITE. CONTINUOUS FRIEZE BAND AT TOP OF TYPICAL WALL COMPOSED OF 2X BORAL CEMENTITIOUS TRIM AND FYPON BEDMOLD MLD649-16 CAPPED WITH Yz" CEMENTITIOUS STRIP ALL OVER 2X PT SYP WOOD BLOCKING SET OVER WATERPROOF MEMBRANE AT FACE OF ICF WALL. CEDAR SHINGLE WALL CLADDING OVER SLICKER CLASSIC VENTILATING FABRIC OVER HORIZONTAL 1X4 PT WD FURRING AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT WD FURRING AT 24" CENTERS ATTACHED TO VINYL STRIPS EMBEDDED AT ICF WALL THROUGH WATERPROOF MEMBRANE CREATING DRAINAGE PLANE AT ICF WALL. SEE MATERIALS NOTE 3. ALL EXTERIOR WALLS TO BE 9" THICK ICF WITH 4" STEEL REINFORCED CONCRETE CORE. SEE NOTE 2. Y2" GYPSUM BOARD AFFIXED TO PLASTIC STRIPS AT INNER FACE OF ICF WALL. CONVENTIONAL OR ENGINEERED WOOD FLOORING, SPECIES AND FINISH TO BE SELECTED, SET OVER VAPOR RETARDER SUCH AS 15# FELT OVER -%" T&G PLYWOOD SCREWED AND GLUED TO 20" DEEP PREFAB WOOD FLOOR TRUSSES SUPPORTED WITH LEDGERS AND STEEL FASTENERS AT ICF WALL. SEE STRUCTURAL DRAWINGS FOE DETAIL. RECOMMEND 3" THICK MINERAL WOOL BATTS AS SOUND INSULATION AT UNDERSIDE OF FLOOR SHEATHING. y+31'-11 3/4" T.O.PLYWD. — STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD AT UNDERSIDE OF FLOOR TRUSSES ABOVE. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD OVER ICF WALL. HIGHER ARC SHINGLES SHOWN AT DECORATIVE CORNER BEYOND TO BE MITER CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER. VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX, 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. SHINGLES DIE INTO FACE OF BRICK BEYOND PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL, BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER, WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. SEE NOTES 3 AND 4. 4'-0 ATTIC %" GYPSUM CEILING BOARD AT UNDERSIDE OF TRUSSES, TYPICAL WOOD CROWN TRIM - TYPICAL, SIZE AND PROFILE TO BE f�l� DETERMINED. OFFICE WOOD BASEBOARD TYPICAL, SIZE AND PROFILE TO BE DETERMINED. a BEACH BATH Ile I STEEL REINF RCED CONCRETE SLkB AND GRADE BEAM SPANNING BEFWEEN CONCRETE PIE CAPS AND PILINGS. SLAB TC BE POURED OVER VAPOR BARRIER SUCH AS 6 MIL PO YVINYL SHEETS WITH EDGES LAPPED AND SEALED ALL OVER CLEAN COMPACTED TERMITE TREATED FILL SLAB RECESSED 4" AT BEACH BATH WITH MUI SET SLOPING FLOOR SO WHOLE ROOM ACT`. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED 7 AS SHOWER. OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER THICK MORTAR BED SLOPED TO DRAIN. PROVIDE TILE COVERED LINEAR KERDI" DRAIN AS PART OF SCHLUTER SHOWER SYSTEM. +19'-3" T.O.SLAB AT CURB — — — BRICK TIES "r WHITE PAINTED BRICK VENEER OVER 1-1/2" AIR SPACE • • SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF o MEMBRANE EXTENDING DOWN FROM ICF WALL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF N� I BRICK BELOW WEEPS AT VERTICAL MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6" ABOVE GRADE. SAME • • • — — FLASHING COUNTERFLASHED AT WALL. SEE NOTE 5. BRICK VENEER AND FRANGIBLE CMU WALL SET ON CONTINUOUS CONCRETE FOOTING TO CONTAIN FILL BELOW STRUCTURAL -ILII CONCRETE FLOOR SLAB SUPPORTED BY STRUCTURAL CONCRETE GRADE BEAMS AND PILINGS. ALL FILL TO BE CLEAN, COMPACTED AND TREATED FOR TERMITES V-4" - !-1) I I I I� ; � I �I I ISI I ►�-III=III-I l I -I I i I; :� -► I I -III -III -I 11� �=1 f !-I I I -I I I �-I I ►-III- =I I I� -I 11=1 ! I -� �_i ° " ° °° .IIIIII-I 11. - _� WALL SECTION O N 2 =21 2'-0" I I I 0+31'-11 3/4" T.O.PLYWD. I CD N N BEACH BATH PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR I ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER, WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. N 4'-0" R4' -O,, I I CEDAR SHINGLES LAP AND EXTEND MIN TO CREATE DRIP PVC CROWN OVER BOARD AS TRIM WATERPROOF MEMBRANE ALFLOOR SHOWN HERE AS SLOPING TILE MUD SET OVER SLAB RECESS. TYPICAL TOP OF FINISH FLOOR CONSIDERED- 1)/2" ONSIDERED } 1Y/2" ABOVE MAIN CONCRETE SLAB. STAIR CALCULATIONS'- —I AND ZONING CODE MEASUREMENT OF 22' TO WALL TOP, PLATE REFER TO TOP OF PLYWOOD SUBFLOOR AT Y4" ABOVE TOP OF TYPICAL CONCRETE SLAB. I +19'-3 3/4" T.O.PLYWD TYP. 4 V2 +19'-3" T.O.SLAB BRICK TIES *`" WHITE PAINTED BRICK VENEER OVER 4-1/2" AIR SPACE ._ . • . •, - SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF MEMBRANE SUCH AS THOROSEAL EXTENDING DOWN FROM ICF �- W\LL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF BRICK BELOW WEEPS AT VERTICAL ) 1 = MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6" • • • • _ ABOVE GRADE. SAME FLASHING COUNTERFLASHED AT WALL THROUGH WALL FLASHING III III- I I M MORTAR FILL WATERPROOF MEMBRANE TO FOUNDATION1A 1 -III -III. - I= _ - - -- - I- - ; -I I_I=1.11=1 I ►1 I I !-1 11- _ 4. I1 I—I I-111- I I 1 I I : iI_III IiI 1—► i —I I I � � F__=-- 1--111 - L ---i 11 --I ---III 1 BB WALL SECTI❑N M CONDITION ATTIC CAVITY ENOUGH TO CONTROL HUMIDITY AND PREVENT MOISTURE ACCUMULATION M x 2'-0' Q+ O - � 12 w U� 1 ATTIC N +41'-3 3 4"PLATE �� :) ! � _ W Q Q�� W N s, 00 O � a OFFICE ��M I XX its � xr V 1 h D 4 ��J T.O.PLYWD. +31-11 3/4" r 00 CD k - F Y X77 T W � , I - - 'A M BEACH BATH a AA , 1 K v w v rr' o° HIGHER ARC SHINGLES SHOWN BEYOND TO BE MITER 4 ~'x CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING _- TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER, VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF o VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. OF ZA Ell " PROVIDE STAINLESS STEEL FLASHING AT BASE OF - SHINGLE WALL SET OVER WATERPROOF WALL MEMBRANE Q 16" 6" " = AND EXTENDING OVER TOP OF PVC TRIM AFFIXED TO PT U 32 WD BLOCKING. PVC TRIM TO EXTEND OVER THIN BRICK 99 VENEER. PROVIDE LIQUID APPLIED WATERPROOFING AS 1 - COUNTER FLASHING OVER FLASHING AT WALL. MAKE L SURE THAT WATERPROOF MEMBRANE AT WALL IS s CONTINUOUS FROM TOP PLATE TO FOOTING. PROVIDE 00, - BLOCKING AND FLARE CEDAR SHINGLES SUCH THAT BOTTOM SHINGLES LAP OVER AND COVER HEMMED EDGE - OF FLASHING. 3 WALL 16 _ -- — —T.0 -SLAB +19'-3" _ SECTIONS oe �. '' ° ' • • }" STAINLESS STEEL FLASHING OVER PVC TRIM. MAINTAIN 1/2" BETWEEN SHINGLES AND FLASHING is WHITE PAINTED THIN BRICK VENEER OVER THINSET MORTAR OVER - I a _! ! I== • • • • CEMENTITIOUS THOROSEAL WATERPROOF MEMBRANE BY BASF20 4 " 4 � I s OVER CMU EXTENDING DOWN FROM ICF WALL TO FOOTING BELOW. I I -- 03-16-18 1 I -40 - _-_--=-=-- M C V- 1PIR EE WALL SECTI❑N _ ARCHITECT -- -- --- --- ---- - - --- AR -0010382 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY TO UNDERSIDE OF ROOF SHEATHING AND DOWN TO TOP PLATE AT EXTERIOR WALLS. 2'-24„ 2'-0 12 5� ATTIC S ^IN 41-3 14" T.O.PLATE `r jl�L SIN M� 2X10 PT WD TOP PLATE AT ANCHORED TO CONCRETE AT � ICF WALL SUPPORTING PREFAB WD TRUSSES AT 24" CENTERS. PROVIDE REINFORCING AND ATTACHMENTS PER STRUCTURAL ENGINEERING. I _Ic I I OFFICE I I I I I I • H:o i ^ �I �Cfl I 12 ,. 1 44 X x a X 4 k 4 „ I till y G ;X t SIN x � C 99 58„ 12 :< I I I 0+31'-11 3/4" T.O.PLYWD. I CD N N BEACH BATH PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR I ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER, WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. N 4'-0" R4' -O,, I I CEDAR SHINGLES LAP AND EXTEND MIN TO CREATE DRIP PVC CROWN OVER BOARD AS TRIM WATERPROOF MEMBRANE ALFLOOR SHOWN HERE AS SLOPING TILE MUD SET OVER SLAB RECESS. TYPICAL TOP OF FINISH FLOOR CONSIDERED- 1)/2" ONSIDERED } 1Y/2" ABOVE MAIN CONCRETE SLAB. STAIR CALCULATIONS'- —I AND ZONING CODE MEASUREMENT OF 22' TO WALL TOP, PLATE REFER TO TOP OF PLYWOOD SUBFLOOR AT Y4" ABOVE TOP OF TYPICAL CONCRETE SLAB. I +19'-3 3/4" T.O.PLYWD TYP. 4 V2 +19'-3" T.O.SLAB BRICK TIES *`" WHITE PAINTED BRICK VENEER OVER 4-1/2" AIR SPACE ._ . • . •, - SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF MEMBRANE SUCH AS THOROSEAL EXTENDING DOWN FROM ICF �- W\LL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF BRICK BELOW WEEPS AT VERTICAL ) 1 = MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6" • • • • _ ABOVE GRADE. SAME FLASHING COUNTERFLASHED AT WALL THROUGH WALL FLASHING III III- I I M MORTAR FILL WATERPROOF MEMBRANE TO FOUNDATION1A 1 -III -III. - I= _ - - -- - I- - ; -I I_I=1.11=1 I ►1 I I !-1 11- _ 4. I1 I—I I-111- I I 1 I I : iI_III IiI 1—► i —I I I � � F__=-- 1--111 - L ---i 11 --I ---III 1 BB WALL SECTI❑N M CONDITION ATTIC CAVITY ENOUGH TO CONTROL HUMIDITY AND PREVENT MOISTURE ACCUMULATION M x 2'-0' Q+ O - � 12 w U� 1 ATTIC N +41'-3 3 4"PLATE �� :) ! � _ W Q Q�� W N s, 00 O � a OFFICE ��M I XX its � xr V 1 h D 4 ��J T.O.PLYWD. +31-11 3/4" r 00 CD k - F Y X77 T W � , I - - 'A M BEACH BATH a AA , 1 K v w v rr' o° HIGHER ARC SHINGLES SHOWN BEYOND TO BE MITER 4 ~'x CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING _- TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER, VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF o VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. OF ZA Ell " PROVIDE STAINLESS STEEL FLASHING AT BASE OF - SHINGLE WALL SET OVER WATERPROOF WALL MEMBRANE Q 16" 6" " = AND EXTENDING OVER TOP OF PVC TRIM AFFIXED TO PT U 32 WD BLOCKING. PVC TRIM TO EXTEND OVER THIN BRICK 99 VENEER. PROVIDE LIQUID APPLIED WATERPROOFING AS 1 - COUNTER FLASHING OVER FLASHING AT WALL. MAKE L SURE THAT WATERPROOF MEMBRANE AT WALL IS s CONTINUOUS FROM TOP PLATE TO FOOTING. PROVIDE 00, - BLOCKING AND FLARE CEDAR SHINGLES SUCH THAT BOTTOM SHINGLES LAP OVER AND COVER HEMMED EDGE - OF FLASHING. 3 WALL 16 _ -- — —T.0 -SLAB +19'-3" _ SECTIONS oe �. '' ° ' • • }" STAINLESS STEEL FLASHING OVER PVC TRIM. MAINTAIN 1/2" BETWEEN SHINGLES AND FLASHING is WHITE PAINTED THIN BRICK VENEER OVER THINSET MORTAR OVER - I a _! ! I== • • • • CEMENTITIOUS THOROSEAL WATERPROOF MEMBRANE BY BASF20 4 " 4 � I s OVER CMU EXTENDING DOWN FROM ICF WALL TO FOOTING BELOW. I I -- 03-16-18 1 I -40 - _-_--=-=-- M C V- 1PIR EE WALL SECTI❑N _ ARCHITECT -- -- --- --- ---- - - --- AR -0010382 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY TO UNDERSIDE OF ROOF SHEATHING AND DOWN TO TOP PLATE AT EXTERIOR WALLS. 2'-24„ 2'-0 12 5� ATTIC S ^IN 41-3 14" T.O.PLATE `r jl�L SIN M� 2X10 PT WD TOP PLATE AT ANCHORED TO CONCRETE AT ICF WALL SUPPORTING PREFAB WD TRUSSES AT 24" CENTERS. PROVIDE REINFORCING AND ATTACHMENTS PER STRUCTURAL ENGINEERING. I I I OFFICE I I I I I I • I I I 0+31'-11 3/4" T.O.PLYWD. I CD N N BEACH BATH PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR I ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER, WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. N 4'-0" R4' -O,, I I CEDAR SHINGLES LAP AND EXTEND MIN TO CREATE DRIP PVC CROWN OVER BOARD AS TRIM WATERPROOF MEMBRANE ALFLOOR SHOWN HERE AS SLOPING TILE MUD SET OVER SLAB RECESS. TYPICAL TOP OF FINISH FLOOR CONSIDERED- 1)/2" ONSIDERED } 1Y/2" ABOVE MAIN CONCRETE SLAB. STAIR CALCULATIONS'- —I AND ZONING CODE MEASUREMENT OF 22' TO WALL TOP, PLATE REFER TO TOP OF PLYWOOD SUBFLOOR AT Y4" ABOVE TOP OF TYPICAL CONCRETE SLAB. I +19'-3 3/4" T.O.PLYWD TYP. 4 V2 +19'-3" T.O.SLAB BRICK TIES *`" WHITE PAINTED BRICK VENEER OVER 4-1/2" AIR SPACE ._ . • . •, - SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF MEMBRANE SUCH AS THOROSEAL EXTENDING DOWN FROM ICF �- W\LL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF BRICK BELOW WEEPS AT VERTICAL ) 1 = MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6" • • • • _ ABOVE GRADE. SAME FLASHING COUNTERFLASHED AT WALL THROUGH WALL FLASHING III III- I I M MORTAR FILL WATERPROOF MEMBRANE TO FOUNDATION1A 1 -III -III. - I= _ - - -- - I- - ; -I I_I=1.11=1 I ►1 I I !-1 11- _ 4. I1 I—I I-111- I I 1 I I : iI_III IiI 1—► i —I I I � � F__=-- 1--111 - L ---i 11 --I ---III 1 BB WALL SECTI❑N M CONDITION ATTIC CAVITY ENOUGH TO CONTROL HUMIDITY AND PREVENT MOISTURE ACCUMULATION M x 2'-0' Q+ O - � 12 w U� 1 ATTIC N +41'-3 3 4"PLATE �� :) ! � _ W Q Q�� W N s, 00 O � a OFFICE ��M I XX its � xr V 1 h D 4 ��J T.O.PLYWD. +31-11 3/4" r 00 CD k - F Y X77 T W � , I - - 'A M BEACH BATH a AA , 1 K v w v rr' o° HIGHER ARC SHINGLES SHOWN BEYOND TO BE MITER 4 ~'x CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING _- TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER, VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF o VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. OF ZA Ell " PROVIDE STAINLESS STEEL FLASHING AT BASE OF - SHINGLE WALL SET OVER WATERPROOF WALL MEMBRANE Q 16" 6" " = AND EXTENDING OVER TOP OF PVC TRIM AFFIXED TO PT U 32 WD BLOCKING. PVC TRIM TO EXTEND OVER THIN BRICK 99 VENEER. PROVIDE LIQUID APPLIED WATERPROOFING AS 1 - COUNTER FLASHING OVER FLASHING AT WALL. MAKE L SURE THAT WATERPROOF MEMBRANE AT WALL IS s CONTINUOUS FROM TOP PLATE TO FOOTING. PROVIDE 00, - BLOCKING AND FLARE CEDAR SHINGLES SUCH THAT BOTTOM SHINGLES LAP OVER AND COVER HEMMED EDGE - OF FLASHING. 3 WALL 16 _ -- — —T.0 -SLAB +19'-3" _ SECTIONS oe �. '' ° ' • • }" STAINLESS STEEL FLASHING OVER PVC TRIM. MAINTAIN 1/2" BETWEEN SHINGLES AND FLASHING is WHITE PAINTED THIN BRICK VENEER OVER THINSET MORTAR OVER - I a _! ! I== • • • • CEMENTITIOUS THOROSEAL WATERPROOF MEMBRANE BY BASF20 4 " 4 � I s OVER CMU EXTENDING DOWN FROM ICF WALL TO FOOTING BELOW. I I -- 03-16-18 1 I -40 - _-_--=-=-- M C V- 1PIR EE WALL SECTI❑N _ ARCHITECT -- -- --- --- ---- - - --- AR -0010382 r 2'-2j" ,> 5 " ATTIC - ---- 3" +41'-3 3�4" T.O.PLATE WINDOW HEAD TRIM COMPOSED OF 2X PVC AND FYPON BEDMOLD MLD649-16 CAPPED WITH Y" PVC STRIP AND STAINLESS STEEL CAP OFFICE FLASHING, ALL OVER 2X PT SYP WOOD BLOCKING. HEAD TRIM MEETS 7i UNDERSIDE OF TYPICAL CONTINUOUS FRIEZE BAND AT TOP OF TYPICAL WALL, WINDOW OPENING TO BE COATED WITH LIQUID APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND ENCAPSULATING BLOCKING UNDER TRIM. HERE MEMBRANE COULD EXTEND UP AND OVER BLOCKING UNDER FRIEZE BAND AS SHOWN. IF MEMBRANE RETURNS TO ICF WALL ABOVE HEAD BLOCKING THEN CAP FLASHING OVER HEAD TRIM MUST EXTEND BACK TO MEMBRANE AT ICF WALL. TYPICAL WINDOW JAMB TRIM COMPOSED OF 2X6 PVC OVER? WATERPROOF MEMBRANE OVER 2X6 PT SYP WOOD BLOCKING. PTS WOOD BUCK AT WINDOW OPENING TO BE COATED WITH LIQUID = APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND� ENCAPSULATING BLOCKING UNDER TRIM BEFORE EXTENDING ONTO ICF - a >> n =`. l� . , �I� 6) % _IN ICV 3 2 o } r ` a })� a \ I 1 1 >> , t 32 r r) } i _ ' 1 11 ' �j ►--� w Q ►-� M OF>oc O d' y w f-a N w C/1 O l� P4 w C-1 �--i N Z k ATTIC 1 2 WOOD TRUSSES WITH VAULTED CEILING PROFILE OVER STAIR. PROVIDE 5/8" GYPSUM CEILING BOARD AT UNDERSIDE. CONSIDER 1X6 T&G WOOD CEILING. TRIM B ASE OF CEILING WITH CROWN. 8-1/2" POLYURETHANE SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AND TYPICAL ROOFING. WOOD TRUSSES WITH VAULTED CEILING PROFILE OVER STAIR. ATTIC PROVIDE 5/8" GYPSUM CEILING 12 BOARD AT UNDERSIDE. rJ +41'-3 3 4" T.O.PLATE — — N, 2X4 WOOD STUD WALL INTERIOR WOOD WINDOW HERE SHOWN AS OPERABLE DOUBLE HUNG WITH DIVIDED LITES TO RESEMBLE EXTERIOR WINDOWS. TO BE DISCUSSED WITH OWNER. INTERIOR TRIM TO MATCH SAME AROUND TYPICAL WINDOWS. ' o 0 _. - ' -` - -- — — GYPSUM BOARD OVER FRAMING TYPICAL +41 - 3 3 4" 2X4 WOOD STUD WALL T.O. PLATE • r j ,,, , . : , �r _V > x ,_ `. 1 1 - \ ' n 2 y r, �� __ x k `� �� 1 » _ ^ 4 �Id ` it ) ) JWOOD t WALL SURFACE. WALL OPENINGS AND WALL FACE MAY RECEIVE WATERPROOF MEMBRANE APPLICATION AT SAME TIME. WINDOW TO BE JAMB SET WITH NAILING FLANGE SEALED TO MEMBRANE, SHIMMED AND D L SEALED AT EXTERIOR AND INTERIOR FACES. SECTION SHOWS VERTICAL PT 1X4 FURRING OVER MEMBRANE AT WALL TO BE COVERED BY ^ 00 �� _ _, OFFICE STAIR HALL I j , a STAIR �� \ __ �,,<<r ,.>Y>E , — HORIZONTAL FURRING, FIBROUS VENTILATING FABRIC AND LAPPED CEDAR SHINGLES. WINDOW INTERIOR TRIM PACKAGE TO BE DEVELOPED BY INTERIOR DESIGNER. TYPICAL WINDOWS ARE OPERABLE WOODEN DOUBLE HUNG UNITS WITH PAINTED ALUMINUM OR FIBERGLASS CLADDING. WINDOWS PROVIDE x �" j l -• • a ^ -- HALL - M BEDROO 2 IMPACT PROTECTION AND INTERNAL SHADING ADEQUATE TO PROTECT SEA TURTLES. SEE NOTE 6 AND WINDOW SCHEDULES FOR DETAIL _j= �. JAMB DETAIL SUGGESTED MINERAL WOOL SOUND INSULATION. TYPICAL WOOD BASE AND '' FLOORING MAY BE OMITTED IN PLACES TO MAKE WAY FOR BUILT-IN OFFICE FURNISHINGS." TYPICAL BASE WITH CAP TO RUN s,; ALONG STAIR AS STRINGER TRIM ?' NOTCHED AT RISERS CONCEPTUAL CABINETRY DESIGN TO BE DEVELOPED. T.O.PLYWD. z , -, -� - r ,. 2� __ _ :. �._ 1'_4^ --- HIG CABI ET R _�' IN REQU NT ACCE SS ' =�� L = a _ a <7 � n h x of 6 PAINTE DECORATIVE WOOD BLOCKS i'�' STAINED WOOD RAIL MOUNTED WALL r 1 �; r c SECTION DETAIL AT RAI EDGE ING AT FLOOR 1 O F--1 HT1 n/ O �j 1 W� H "� CV �...{ 6 TYPICAL WINDOW SILL TRIM COMPOSED OF 2X PVC CUT TO SLOPE AND 1j EXTEND FROM WALL SET OVER WATERPROOF MEMBRANE OVER 2X4 PT SYP WOOD BLOCKING. PT WOOD BUCK AT WINDOW OPENING TO BE COATED WITH LIQUID APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND ENCAPSULATING BLOCKING UNDER TRIM BEFORE EXTENDING ONTO ICF WALL SURFACE. WINDOW TO BE SET WITH NAILING FLANGE SEALED TO MEMBRANE, SHIMMED AND SEALED AT EXTERIOR AND INTERIOR FACES. SECTION SHOWS HORIZONTAL PT 1X4 FURRING OVER VERTICAL FURRING OVER MEMBRANE AT WALL. ARCHITECT RECOGNIZES RELATIVE WEAKNESS OF DECORATIVE SILL ATTACHMENT AND WOULD BE HAPPY TO DISCUSS AN ALTERNATE CONSTRUCT. LIQUID APPLIED OR SELF-ADHERING FLASHING AT JOINT BETWEEN PLYWOOD ROOF SHEATHING AND WALL EXTENDING MIN 8" EACH WAY. COVER WITH STAINLESS STEEL FLASHING OVER MEMBRANE AT WALL AND TUCKED BETWEEN SHINGLES. SEAL TOP OF STAINLESS STEEL FLASHING WITH FAST FLASH MEMBRANE AT WALL.JAM +31'-11 3/4" T.O.PLYWD. LIQUID APPLIED OR ELF-ADHERING SHEET FLASHING TO COVER JOINT _ _- BETWEEN ROOF MEMBRANE AT PLYWOOD ROOF SHEATHING AND MEMBRANE AT ICF WALL EXTENDING MIN 8" EACH WAY. COVER VERTICAL FACE WITH STAINLESS STEEL FLASHING WITH BOTTOM LEG TUCKED BETWEEN CEDAR SHINGLES. SEAL TOP OF STAINLESS STEEL FLASHING WITH FAST FLASH TO MEMBRANE AT WALL. _I TYPICAL CEDAR SHINGLE ROOF WITH 5-1/2' EXPOSURE OVER CEDAR BREATHER, MEMBRANE AND EXTERIOR GRADE PLYWD.117 4'-11" 12 3 4 PT WD WALL LEDGER' BOLTED TO ICF WA L 2X PVC TRIM WITHI FYPON BEDMOLD AND PVC CAP TO INFILL^" BETWEEN BRACKET YO INSWING DOORS DEEPER` " INTO WALL, PROVICE WIDER AND TALLER WALL OPENING 6 TO ACCOMMODATE DOUBLE 2X4 ROOF FRA LNG SPANNING FROM WALL LEDGER TO r BUCKS INCLUDING 2X6 EDGE BEAM. 2X4'S BECOME SOLID BLOCKING ABOVE WOOD BRACKETS TO FORM COMPOSITE SUPPIORT OF DOOR UNIT FLANG .OFFSET EDGE BEAM. 1X6 T&G WOOD PAINTED AT OFFIL REQUIRES ADDITIONAL 2X _ PVC TRIM PIECE B HIND I `n STAINLESS STEEL CAP FACE TRIM. INSTAL TION FLASHING OVER PVC TRIM. OTHERWISE TYPICA . �,X a _ _ ^ICV Xx Lf B'_, D ETA I 7` y . �ICfl �— RAILING BEYOND STAINED DECORATIVE DOD CAP WHITE PAINTED 2X2 PICKETS SCREWED TO BLOCKIN AT FLOOR ^ 2 4 - y by x x x k � >< v � � a �, INVERTED BASE BELOW NOSING DETAIL AT FLOOR TYPICAL EDGE ^ ^ 1 52 PREFAB WOOD FLO SHALLOWER OVER DEEP. PROVIDE MIN. CELL POLYURETHA INSULATION AT UN FLOOR OVER PORC R TRUSSES ORCHES AT 14" 4" CLOSED E SPRAY FOAM ERSIDE OF ES. 1 _ 2 v, x :'. ` ` ° ,, v n � � "'' - 8 sx � S OVER 2' W i FI PAINTED TRIMMED e F Z�T&0`WD N - FYPON COVE MLD592-16 AINLESS STEEL FLASHING �„ PVC CAP PON BEDMLD MLD649-16 PVC TRIMM ATCHING NDOW TRIM 3ERGLASS SHUTTER BLUE AND AS If OVER UX TRANSOM WINDOW x y �, z1 x'7 \x �. � � = '_ x � Q \ ' ` - FLASHING TURNS UP WALL FLANGES FOR TYPI ALS 4" OVER WALL MEMBRANE OUTSWING DOORS SET AT TO BE TOP SEALED TO FACE OF BLOCKIN SET ON MEMBRANE WITH MORE q�ry ICF WALL. LIQUID FLASHING ORco SELF-ADHERED STRIP I N 5' � 3 WIDE FULL DIVIDED -5" LIGHT TYPICAL STOOP ICF WALL PLANE 5' VESTIBULE CONVENTIONAL 0 WHITE PAINTED PT SYP WD BRACKETS COMPOSED OF 6X6 STRAIGHTLEGS AND ' ENGINEERED W00 5-1/2" WIDE DIAGONAL LEG CUT TO CURVE, ALL CONNECTED TOGETHER AND fL00RING TYPICA , TO ICF WALL WITH STAINLESS STEEL BOLTS. BRACKETS MAY AS AN OPTION BE SPECIES AND FINI H TO COMPOSED OF STAINLESS STEEL STRUCTURAL FRAME COVERED WITH PVC BE SELECTED, S OVER SLEEVES INSTEAD OF WOOD MEMBERS. VAPOR RETARDER SUCH AS 2 LAPPED LAYER OF 15# DOOR SILL TO BE SET ONTO BEAD OF BASF MASTERSEAL NP1 URETHANE SEALANT IN FELT OR 6 MIL STAINLESS STEEL PAN WITH SEALED END AND BACK DAMS SET INTO BEAD OF NP1 POLYETHYLENE 0 R OVER COATING OF BASF MASTERSEAL M200 MEMBRANE TO EXTEND OUT FROM T&G PLYWOOD FASTENEDLn OPENING, DOWN FACE OF WALL AND OVER TOP AND FACE OF SLAB AT STOOP. THIN TO SLAB, ALL PEIZ FLOOR SET STONE TILES OVER MEMBRANE CONTINUING STONE DOWN FACE OF SLAB TO MANUFACTURER COVER IT. PROVIDE MASONRY INFILL AT THRESHOLD AS SHOWN OR STONE BLOCKS TO RECOMMENDATION . EXTEND STONE SILL OUT BEYOND WALL FACE. EXTEND STONE LATERALLY TO BE FLUSH WITH OUTBOARD FACE OF PVC TRIM BORDERING SHINGLES AT DOOR JAMBS. NOTCH CORNER OF SLAB TO ALLOW FOR STONE TO EXTEND UNDER SILL. PROVIDE BACKER ROD AND SEALANT BETWEEN STONE AND SILL. FRANGIBLE STEM WALL AND CONCRETE SLAB AS STOOP. SEE STRUCTURAL FRANGIBLE STM WALL DRAWINGS FOR DETAIL. MAY CONTINUE HERE 4'-6" AND ALL AROUND BUILDING PERETER — — +19'-3 3�4" T.O.PLWD OR STOP TO TEP OUT TO SURROUNDSTOOP AS SHOWN 2 . WEEPS ABOVE FLASHING OVER M ANE T.O.SLIAB — — EXPANSION MATERIAL AT SLAB = ^ '^ ' _ a " t � — 4 — iu- , - ` y" n � � ' �r ' k "< _ �� PIC L TREADS AND B S� OND _ "� SHELF i'-4' � i �" �" HANGING OD c. - PICA TR D AND RISER DI GRAM W/ MAX. 1 Y' NOSING o � z. � WOOD FRA LNG UNDER ND NG"_ HEFE SHOWN 2X8'S SUP R NG 3 �� ICAL F OOR SHEATHI G NO FINISHED WOOD FL OR NG o ao Y2" GYP. D.QUIRED UNDERENCLOSING STAT FRAMING T ENCLOSE A STORAGE SPA E o �i W00 PANE A WALL ABOVE BENCH WOO EN BE CH ITH LIFT UP �'; CAVITY UNDER GED STO AGE ACCESS STAIR 2'-0" �ONE STRUCTURAL X4 W00 STUD LL�CO CONCRETE SLAB v T.D �3 '. r `� � �� >> v 1 1 4 �k� � a a a ° a a \ Ln i. " �� ` — — TYPICAL WOOD = FLOORING OVER 15# i FELT AND %" T&G PLWD < . a 2 � = W FI P TRIMMED F i D I n W O'ER W W SHUTTERS LICE v 2 W C FIBROUS H P WATERPROOF SHINGLES F 0 f RMS PVC MEMBRANE M CONCRETE T PVC TRIM MATCHING NDOW TRIM ERGLASS SHUTTER INTE BLUE AND D AS IF OVER UX WINDOW TRY PORCH UTTERS SHOWN OVER TERPROOF MEMBRANE R PLYWOOD OVER PT BLOCKING OVER ICF LL. PLYWOOD AND TRIMMED IN PVC TYPICAL WINDOW, PVC TRIM MATCHING NDOW SILL DAR SHINGLES OVER MAT OVER RIZONTAL AND VERTICAL FURRING OVER MEMBRANE ICF FOAM �� ff �" � �� 4102 y �� ~' �✓''�� '� > >> .r `' � T — 1 .`•.`'� ' X y - _ - _� " 6 " 1 2 " Y" GYPSUM BD. REQUIRED ONLY F STORAGE AREA — 1 - �� ' �" ��'' ? i Ln ��j'� ' x; y n _ .,� >. - __ - /I z. >' ` '� a �:� t /_ a /i' <' / �f X I�' / y �/: v�v� � ; ; � � 1 >> >> 8 16 32 CAVITY UNDER STAIR STRUCTUR REINFORCED DE BE S GRADE BEAM LAB PILE CAPS AN PILINGS. S STRUCTURAL DRAWING FOR DETAIL ALL OVERF VAPOR BARRIER OVER CLEAN COMPACTE TERMITE TREATED FILL. 0 - ' -' = SECTIONS L CLEAR OF � SHINE OVER PVC TRIMWALL ER MEMBRANE DOWN OM WALL ONTO SLAB ' CROWN OVER 1X E OVER R 1X PT FIRING TILES THINSET OVER MBRANE OVER SLAB SLOPED DRAIN �' 9 —T. •�• e• ., „ — — — _ ! ! I— 1=I I !=1 I=1 I I=! I ! ! ! � I X s > >> >> 21 e =11 F ANGIBLE -- -- — I —_ —; _— _ 1= I I 1 �—I CONCR E SLAB I— !_! I ! � I ( III (I—! AT A WAY LK COVERING TO BE ! —III-- —--I — I _ — - - _ __ _ III—!II LECTED / ,, I—III—I I� (� ! -III-III— -III—II!I� (_ _ ! i � �; %` ,, _ ^ ^ lJ � Ln e (--- -I —iII _ - _ I- '-11 I—I I I_ I I I-1 I —_ — ' i-_ I ISI — ! � 4 2 _ u •a ° � III ---'- -' --- —I --i i I — _—�--I__--_ — — — — - — — -- — _ _ _ , _ _ ,-Y .- � � 10 —10-17 03-16-18 • � — I—I — 1-= --I i—— . _ -- — a— � ,, • . : . -- ---- --- -- - I I �---� I I —:--III----1_ I I-1 I I—I I I_I I ! I_I I I—' I - !—_ I_I — i ! I_I I — -- - - _--- !---I -! --III- I I �, � : a I / r / • • _ I Z --- _ _ , = 1=I I I I i !—I I _ _ — _ ,_ _ I III III—III ;III _ , �w• �� DUPRE 111 r,R�i TSLWALL AR-80110382 SECTIN C LL SECTI❑N - —WA- --- B- ---- — r >�>>. `> WALL SECTI❑N c . Lam, 2'-1" 2 P LATE ATTIC 3" T n PI ATF ---.r-- N 1 " �Cfl .• SIN \ 31 '-1 1 3Z4" T.O.P n �r r < N 4] AX""', JJ*� O � a •1n CCN STN �I I N = I , 7 1 _ 42 '00joe 10 SIN j' LO 1 ,• I i BEDROOM 2 I 777 � � I O o 00 00 � v ATTIC M Q w Ww � m xx LINE WITH WALL PLANE ABOVE. BATH 2 j 4” T.Q.PL&TE •II I I U MASTER BATH WOOD FLOOR TRUSSES TYPICALLY 20" DEEP BUT PREFAB WOOD FLOOR TRUSSES l \ SHALLOWER OVER PORCHES AT 4" 14" DEEP OVER PORCHES. PROVIDE MIN 4" 7.7777 s DEEP. PROVIDE MIN. 4" CLOSED TYPICAL FRANGIBLE STEM WALL SUGGESTED INVERTE CASING TRIM D CELL POLYURETANE SPRAY FOAM W U N INSULATION AT UNDERSIDE OF BELOW MAY RUN CONTINUOUS TO _t INSULATION AT UNDERSIDE OF FLOOR SHEATHING FLOOR OVER PORCHES. FLOORING TO BE SELECTED, HERE OVER PORCH. APPLY 4" MINERAL WOOL SOUND cn , ENCLOSE FILL UNDER PORCH.00, AS WOOD BUT LIKELY TO INSULATION UNDER FLOOR SHEATHING OVER BECOME STONE TILE, THIN SET 31-11 3 4" T. 0. PLY D. y� f ° SOFFIT BEAM TRIM EXTEND OU PORCH SLAB TO EXTEND OUT 5" WATERPROOF MEMBRANE MASONRY BACKER BOARD �. TO FACE OF SHINGLES AS 1X PVC MASTER N MASTER BOARD ATTACHED OVER MEMBRANE La OVER PLYWOOD TO 2X FORM BOARD, TRIM CAPPED STI B U LE BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE �5 IN STAINLESS STEEL FLASHING — — — " COUNTER -FLASHED AT 9 9 — t!'tt a i. WATERPROOF MEMBRANE AT FACE ! I, 1 x _ c OF ICF WALL. MAINTAIN SHOWN DASHED BEYOND). IN CLEARANCE BETWEEN SHINGLES 1X6 &G WD SOFFIT N CO _— - AND FLASHING. aO ES FIBERGLASS LOUVERED SHUTTER FYPON COVE MLD592 16 N SUCH AS BY ATLANTIC PREMIUM BUT 14" 1X6 TdcG Wf_SOF - SHUTTERS TO BE CAPTURED BY N DEEP OVER PORCHES. S3 �_ 6- FRAMING HERE CONSIDERED TO BE TYPON�OVE i --- TaLT)592-16 j SHOP WELDED 316 STAINLESS - --- - - I—, ---- - STEPS ABUT TYPICAL FOOTING, SEE OF CLOSED 1X PVC TRIM t W 4 TUBES SHOP -CLAD BY PVC INSWING DOOR AND TRANSOM 2X PVC TRIM — SURROUND AS SHOWN. FRAME CELL POLYURETHAN I AFFIXED TO CMU PIERS OR ICF • " WALLS PER STRUCTURAL DRAWINGS. N � OF PROVIDE WIDER AND TALLER WALL I I I n ! FLOOR SHEATHING OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN FLOORING TO E SELECTED, HERE INTERFACES. FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" 3 TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, TION I - - -=� 31' FLANGES. OFFSET REQUIRES ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW I I THING OVER ADDITIONAL 2X PVC TRIM PIECE OPENING TO BE COATED WITH LIQUID APPLIED PROOF MEMBRANE INTERIOR SPACE. DECORATIVE CUSTOM PVC BLOCK BEHIND FACE TRIM. INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER -- --- '- BEYOND AT ENDS OF SHUTTER OVER MASONRY NON -MODIFIED MORTAR OVER- SUPPORTING BEAMS. AND ENCAPSULATING BLOCKING UNDER TRIM. -SOUTHWE PORCH -_ N 1 " �Cfl .• SIN \ 31 '-1 1 3Z4" T.O.P n �r r < N 4] AX""', JJ*� O � a •1n CCN STN �I I N = I , 7 1 _ 42 '00joe 10 SIN j' LO 1 ,• E WALL SECTION - 41 3A3/4 T. 0. P LAT E �I I i a 777 � � } LUUL UI- F'KIMAKY FUUIINU IN O � v ATTIC M Q w Ww � m xx LINE WITH WALL PLANE ABOVE. BATH 2 r�ld- 4” T.Q.PL&TE •II I I U MASTER BATH WOOD FLOOR TRUSSES TYPICALLY 20" DEEP BUT l \ 14" DEEP OVER PORCHES. PROVIDE MIN 4" 7.7777 TYPICAL FRANGIBLE STEM WALL SUGGESTED INVERTE CASING TRIM THICKNESS OF CLOSED CELL POLYURETHANE W U BELOW MAY RUN CONTINUOUS TO _t INSULATION AT UNDERSIDE OF FLOOR SHEATHING QQ�Wcv FLOORING TO BE SELECTED, HERE OVER PORCH. APPLY 4" MINERAL WOOL SOUND cn , ENCLOSE FILL UNDER PORCH.00, AS WOOD BUT LIKELY TO INSULATION UNDER FLOOR SHEATHING OVER BECOME STONE TILE, THIN SET INTERIOR SPACE. y� f PORCH SLAB TO EXTEND OUT 5" WATERPROOF MEMBRANE MASONRY BACKER BOARD MASTER N MASTER BATH OVER PLYWOOD l STI B U LE BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE — — — 9 _T 9 9 — t!'tt a ! I, 1 SHOWN DASHED BEYOND). IN 1X6 &G WD SOFFIT N CO aO ES FYPON COVE MLD592 16 N PLACES WHERE CAST CONCRETEImp BUT 14" DEEP OVER PORCHES. PROVIDE j - --- - - I—, ---- - STEPS ABUT TYPICAL FOOTING, SEE OF CLOSED �I INSWING DOOR AND TRANSOM 2X PVC TRIM CELL POLYURETHAN WINDOW SET DEEPER INTO WALL. STRUCTURAL FOR HOW CONCRETE OF PROVIDE WIDER AND TALLER WALL N FLOOR SHEATHING OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN FLOORING TO E SELECTED, HERE INTERFACES. FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" 3 TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, TION I - FLANGES. OFFSET REQUIRES ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW STONE TILE THIN SET OVER THING OVER ADDITIONAL 2X PVC TRIM PIECE OPENING TO BE COATED WITH LIQUID APPLIED PROOF MEMBRANE INTERIOR SPACE. BEHIND FACE TRIM. INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER OVER MASONRY NON -MODIFIED MORTAR OVER- OTHERWISE TYPICAL. FLANGES FOR AND ENCAPSULATING BLOCKING UNDER TRIM. OVER PLYWOOD TYPICAL OUTSWING DOORS SET AT HERE MEMBRANE EXTENDS UP AND OVER 1�_ T.O.PLYWD. 00 WATERPROOF MEMBRANE. EXTEND BLOCKING UNDER BEAM TRIM.. - ICF WALL. CEDAR SHINGLES BEYOND FACE TRIM AT TRANSOM SHAPED I STONE ONTO STEPS TO WALKWAY AT i OF JAMB CASING 2X FRAMING AT TRANSOM WRAPPED 3 SIDES n WITH WATERPROOF MEMBRANE TO RECEIVE DOOR I I- 5" GRADE. co LIQUID MEMBRANE. BACKER ROD AND SEALANT " 3" 1X6 T&G WD SOFFIT AT EXTERIOR AND INTERIOR FACE OF FRAME. 5 SOUTHWEST PORCH DINING ICF WALL PLANE SHINGLE PROFILE HIDDEN I - • INSWING DOOR AND TRANSOM TYPICAL PATTERN WITH 1-1/2" AIR SPACE r. 11 11 WINDOW SET DEEPER INTO FLARED SHINGLES EXTEND BEYOND FRONT FACE 1 WALL. PROVIDE WIDER AND OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM i AND INFILL WEDGE SHAPE VOID WITH 1X PVC W WIDE FULL DIVIDED SHEET SUCH THAT INBOARD FACE OF WEDGE ; HEAD TRIM COMPOSED OF 2X PVC AND LIGHT TYPICAL SHAPED TRIM WILL MEET OUTBOARD FACE OF � 11" 11" CASING TRIM, WEDGE SHAPE TRIM SCRIBED TO Z, WINDOW FLANGES. OFFSET FOLLOW PROFILE OF RAMS CROWN PVC TRIM h PVC STRIP AND STAINLESS STEEL CAP FLASHING, HERE HIDDEN AND COVER SIDE OF BRICK i ° ° ° VENEER HERE HIDDEN AND SET ONTO SLAB. i 0O CONVENTIONAL OR ENGINEERED DOOR SILL TO BE SET ONTO BEAD OF BASF j WOOD FLOORING TYPICAL, ° q WE SPECIES AND FINISH TO BE STAINLESS PAN WITH SEALED END AND BACK OTHERWISE TYPICAL. FLANGES FLANGES SELECTED, SET OVER VAPOR DAMS SET INTO BEAD OF NP1 OVER COATING „ RETARDER SUCH AS 2 LAPPED OF BASF MASTERSEAL M200 MEMBRANE TO LAYERS OF 15# FELT OR 6 MIL EXTEND OUT FROM OPENING, DOWN FACE OF y \ POLYETHYLENE OVER 3/" T&G WALL AND OVER TOP AND FACE OF SLAB AT j PLYWOOD FASTENED TO SLAB, PORCH, THIN SET STONE TILES OVER j ALL PER FLOOR MANUFACTURER MEMBRANE AND CONTINUE STONE DOWN FACE WALL. RECOMMENDATIONS. OF SLAB TO COVER IT. PROVIDE MASONRY „ INFILL AT THRESHOLD AS SHOWN OR STONE STEEL REINFORCED CONCRETE BLOCKS TO EXTEND STONE SILL OUT BEYOND GRADE BEAM STEPS DOWN FROM FACE OF JAMB TRIM. EXTEND STONE FACE TRIM AT TRANSOM LEVEL INTERIOR TO SLOPING PORCH LATERALLY TO BE FLUSH WITH OUTBOARD ALL OVER 6 MIL POLYVINYL VAPOR FACE OF PVC JAMB TRIM. � . III—III— 1 I -III I � I 2X FRAMING AT TRANSOM WRAPPED 3 SIDES NOTCH CONCRETE SLAB CORNER FOR STONE, 4 ''2 CASING BACKER ROD AND SEALANT UNDER DOOR SILL. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR O.PLWD B TCR_ZR_R CKINCUNDEI_ FLA717TERINDw AND WINDOW FLANGES THEN SEALED WITH J, TRIM BEYON I . . •, _ -_- i 1=I {=1 11 I 1=1 • . • • AT EXTERIOR AND INTERIOR FACE OF FRAME. • . • ., • DINING --1 �: _III mu ICF WALL PLANE i SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS o a BETWEEN VENEER AND WALL PLANE. WHERE FLARED SHINGLES EXTEND BEYOND FRONT FACE { 1=1 1=1 11=1 I IN LINE OF OUTBOARD FACE OF CASING TRIM �6" WIDE FULL DIVIDED AND INFILL WEDGE SHAPE VOID WITH 1X PVC LIGHT TYPICAL SHEET SUCH THAT INBOARD FACE OF WEDGE °O SHAPED TRIM WILL MEET OUTBOARD FACE OF 4 CASING TRIM. WEDGE SHAPE TRIM SCRIBED TO CONVENTIONAL OR FOLLOW PROFILE OF RAMS CROWN PVC TRIM a ENGINEERED WOOD FLOORING HERE HIDDEN AND COVER SIDE OF BRICK WALL SECTION VENEER HERE HIDDEN AND SET ONTO SLAB. . -- - n VAPOR RETARDER SUCH AS 2 DOOR SILL TO BE SET ONTO BEAD OF BASF LAPPED LAYERS OF 15# FELT q MASTERSEAL NP1 URETHANE SEALANT IN OR 6 MIL POLYETHYLENE I i OVER %4" T&G PLYWOOD DAMS SET INTO BEAD OF NP1 OVER COATING FASTENED TO SLAB, ALL PER E WALL SECTION - 41 3A3/4 T. 0. P LAT E �I I i a 777 � � � 00 O � v ATTIC M Q w Ww � m xx BATH 2 r�ld- 4” T.Q.PL&TE •II I I U MASTER BATH WOOD FLOOR TRUSSES TYPICALLY 20" DEEP BUT l \ 14" DEEP OVER PORCHES. PROVIDE MIN 4" 7.7777 SUGGESTED INVERTE CASING TRIM THICKNESS OF CLOSED CELL POLYURETHANE W U AS CROWN AT 4" D _t INSULATION AT UNDERSIDE OF FLOOR SHEATHING QQ�Wcv FLOORING TO BE SELECTED, HERE OVER PORCH. APPLY 4" MINERAL WOOL SOUND cn , SHOWN AS WOOD BUT LIKELY TO INSULATION UNDER FLOOR SHEATHING OVER BECOME STONE TILE, THIN SET INTERIOR SPACE. y� f OWER OWER WATERPROOF MEMBRANE MASONRY BACKER BOARD MASTER N MASTER BATH OVER PLYWOOD T.O.PLYWD. STI B U LE I: 'I %i 3" I a ! I, o I 00 1X6 &G WD SOFFIT N CO aO ES FYPON COVE MLD592 16 N TYPICALLY 20" DEE BUT 14" DEEP OVER PORCHES. PROVIDE - --- - - I—, ---- - MIN 4" THICKNESS OF CLOSED �I INSWING DOOR AND TRANSOM 2X PVC TRIM CELL POLYURETHAN WINDOW SET DEEPER INTO WALL. INSULATION AT UNDERSIDE OF PROVIDE WIDER AND TALLER WALL N FLOOR SHEATHING OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN FLOORING TO E SELECTED, HERE BUCKS INCLUDING 2X6 INNER RING FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" 3 TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, TION I - FLANGES. OFFSET REQUIRES ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW UNDER FLOOR SH THING OVER ADDITIONAL 2X PVC TRIM PIECE OPENING TO BE COATED WITH LIQUID APPLIED PROOF MEMBRANE INTERIOR SPACE. BEHIND FACE TRIM. INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER OVER MASONRY BACKER BOARD OTHERWISE TYPICAL. FLANGES FOR AND ENCAPSULATING BLOCKING UNDER TRIM. OVER PLYWOOD TYPICAL OUTSWING DOORS SET AT HERE MEMBRANE EXTENDS UP AND OVER T.O.PLYWD. 00 FACE OF BLOCKING MOUNTED TO BLOCKING UNDER BEAM TRIM.. - ICF WALL. CEDAR SHINGLES BEYOND FACE TRIM AT TRANSOM SHAPED TO MITER INTO INTERIOR PROFILE 2X PVC FACE TRIM i OF JAMB CASING 2X FRAMING AT TRANSOM WRAPPED 3 SIDES n WITH WATERPROOF MEMBRANE TO RECEIVE DOOR I AND WINDOW FLANGES THEN SEALED WITH co LIQUID MEMBRANE. BACKER ROD AND SEALANT j 3" 1X6 T&G WD SOFFIT AT EXTERIOR AND INTERIOR FACE OF FRAME. 5 SOUTHWEST PORCH DINING ICF WALL PLANE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS .I INSWING DOOR AND TRANSOM TYPICAL PATTERN WITH 1-1/2" AIR SPACE BETWEEN VENEER AND WALL PLANE. WHERE WINDOW SET DEEPER INTO FLARED SHINGLES EXTEND BEYOND FRONT FACE 1 WALL. PROVIDE WIDER AND OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM i AND INFILL WEDGE SHAPE VOID WITH 1X PVC W WIDE FULL DIVIDED SHEET SUCH THAT INBOARD FACE OF WEDGE ; HEAD TRIM COMPOSED OF 2X PVC AND LIGHT TYPICAL SHAPED TRIM WILL MEET OUTBOARD FACE OF � CASING TRIM, WEDGE SHAPE TRIM SCRIBED TO WINDOW FLANGES. OFFSET FOLLOW PROFILE OF RAMS CROWN PVC TRIM h PVC STRIP AND STAINLESS STEEL CAP FLASHING, HERE HIDDEN AND COVER SIDE OF BRICK i VENEER HERE HIDDEN AND SET ONTO SLAB. i 0O CONVENTIONAL OR ENGINEERED DOOR SILL TO BE SET ONTO BEAD OF BASF j WOOD FLOORING TYPICAL, MASTERSEAL NP1 URETHANE SEALANT IN WE SPECIES AND FINISH TO BE STAINLESS PAN WITH SEALED END AND BACK OTHERWISE TYPICAL. FLANGES FLANGES SELECTED, SET OVER VAPOR DAMS SET INTO BEAD OF NP1 OVER COATING „ RETARDER SUCH AS 2 LAPPED OF BASF MASTERSEAL M200 MEMBRANE TO LAYERS OF 15# FELT OR 6 MIL EXTEND OUT FROM OPENING, DOWN FACE OF y \ POLYETHYLENE OVER 3/" T&G WALL AND OVER TOP AND FACE OF SLAB AT j PLYWOOD FASTENED TO SLAB, PORCH, THIN SET STONE TILES OVER j ALL PER FLOOR MANUFACTURER MEMBRANE AND CONTINUE STONE DOWN FACE WALL. RECOMMENDATIONS. OF SLAB TO COVER IT. PROVIDE MASONRY INFILL AT THRESHOLD AS SHOWN OR STONE STEEL REINFORCED CONCRETE BLOCKS TO EXTEND STONE SILL OUT BEYOND GRADE BEAM STEPS DOWN FROM FACE OF JAMB TRIM. EXTEND STONE FACE TRIM AT TRANSOM LEVEL INTERIOR TO SLOPING PORCH LATERALLY TO BE FLUSH WITH OUTBOARD ALL OVER 6 MIL POLYVINYL VAPOR FACE OF PVC JAMB TRIM. � . INTERIOR PROFILE OF JAMB BARRIER AND TERMITE TREATED CLEAN COMPACTED FILL 2X FRAMING AT TRANSOM WRAPPED 3 SIDES NOTCH CONCRETE SLAB CORNER FOR STONE, 4 ''2 CASING BACKER ROD AND SEALANT UNDER DOOR SILL. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR O.PLWD B TCR_ZR_R CKINCUNDEI_ FLA717TERINDw AND WINDOW FLANGES THEN SEALED WITH J, TRIM BEYON I . . •, LIQUID MEMBRANE. BACKER ROD AND SEALANT AT EXTERIOR AND INTERIOR FACE OF FRAME. • . • ., • DINING mu E WALL SECTION - 41 3A3/4 T. 0. P LAT E �I 4' M a � � � � 00 O � v N M Q w Ww � ATTIC QU r�ld- 4” T.Q.PL&TE wW �v N� U a �H l \ 7.7777 SUGGESTED INVERTE CASING TRIM W U AS CROWN AT 4" D _t QQ�Wcv TO EXTEND UNDER FYPON COVE cn , AND DIE AT BOOKEN WALLS PER PLAN � y� f MASTER N MASTER 4' M a � � � � 00 O r --i N M Q w Ww � ATTIC QU r�ld- 4” T.Q.PL&TE wW �v N� U a �H l \ 7.7777 SUGGESTED INVERTE CASING TRIM W U AS CROWN AT 4" D _t QQ�Wcv TO EXTEND UNDER FYPON COVE cn , AND DIE AT BOOKEN WALLS PER PLAN y� f MASTER MASTER BATH V STI B U LE I: 'I %i I a ! I, o I 00 WOOD FLOOR TRUS ES TYPICALLY 20" DEE BUT 14" DEEP OVER PORCHES. PROVIDE MIN 4" THICKNESS OF CLOSED �I CELL POLYURETHAN INSULATION AT UNDERSIDE OF . N FLOOR SHEATHING a � FLOORING TO E SELECTED, HERE PORCH. APPLY 4" AINERAL 3 OD BUT LIKELY TO WOOL SOUND INSU TION I - BECOME ST SET NE 'MEMBRANE UNDER FLOOR SH THING OVER OVER WATE PROOF MEMBRANE INTERIOR SPACE. OVER MASONRY BACKER BOARD I'I OVER PLYWOOD ,� T.O.PLYWD. 00 - • 11 3/4" VI n I co 3" 1X6 T&G WD SOFFIT I � N FYPON COVE MLD592-16 INSWING DOOR AND TRANSOM WINDOW SET DEEPER INTO WALL. PROVIDE WIDER AND ACCOMMODATE DOUBLE SUCKS INULUUING 2X6 NN �- HEAD TRIM COMPOSED OF 2X PVC AND � FYPON BEDMOLD MLD649-16 CAPPED WITH N' WINDOW FLANGES. OFFSET h PVC STRIP AND STAINLESS STEEL CAP FLASHING, S DD RE UIREADDITIONAL 2X PVC Q ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW 0O TRIM PIECE BEHIND FACE X TRIM. INSTALLATION WE WATERPROOF MEMBRANE EXTENDING OUT OVER OTHERWISE TYPICAL. FLANGES FLANGES , „ FOR TYPICAL OUTSWING a \ SIN BLOCKING MOUNTED TO ICF j WALL. 2X PVC FACE TRIM FACE TRIM AT TRANSOM SHAPED TO MITER INTO � . INTERIOR PROFILE OF JAMB -, 2X FRAMING AT TRANSOM WRAPPED 3 SIDES CASING WITH WATERPROOF MEMBRANE TO RECEIVE DOOR AND WINDOW FLANGES THEN SEALED WITH I I 4' F ..WALL SECTION M a � � � � 00 O r --i N M Q w Ww � ATTIC QU j.+41 '-3 4” T.Q.PL&TE wW �v N� U w �H WW 7.7777 SUGGESTED INVERTE CASING TRIM W U AS CROWN AT 4" D OPPED CEILING QQ�Wcv TO EXTEND UNDER FYPON COVE cn AND DIE AT BOOKEN WALLS PER PLAN MASTER MASTER BATH V STI B U LE I: 'I %i I a ! I, o I 00 WOOD FLOOR TRUS ES TYPICALLY 20" DEE BUT 14" DEEP OVER PORCHES. PROVIDE MIN 4" THICKNESS OF CLOSED �I CELL POLYURETHAN INSULATION AT UNDERSIDE OF . FLOOR SHEATHING VER I FLOORING TO E SELECTED, HERE PORCH. APPLY 4" AINERAL SHOWN AS W OD BUT LIKELY TO WOOL SOUND INSU TION I - BECOME ST SET NE 'MEMBRANE UNDER FLOOR SH THING OVER OVER WATE PROOF MEMBRANE INTERIOR SPACE. OVER MASONRY BACKER BOARD I'I OVER PLYWOOD ,� T.O.PLYWD. - 11 3/4" VI I co 3" 1X6 T&G WD SOFFIT I � N FYPON COVE MLD592-16 INSWING DOOR AND TRANSOM WINDOW SET DEEPER INTO WALL. PROVIDE WIDER AND ACCOMMODATE DOUBLE SUCKS INULUUING 2X6 NN �- HEAD TRIM COMPOSED OF 2X PVC AND RING TO RECEIVE DOOR AND FYPON BEDMOLD MLD649-16 CAPPED WITH N' WINDOW FLANGES. OFFSET PVC STRIP AND STAINLESS STEEL CAP FLASHING, S DD RE UIREADDITIONAL 2X PVC Q ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW 0O TRIM PIECE BEHIND FACE OPENING TO BE COATED WITH LIQUID APPLIED TRIM. INSTALLATION j WATERPROOF MEMBRANE EXTENDING OUT OVER OTHERWISE TYPICAL. FLANGES FLANGES AND ENCAPSULATING BLOCKING UNDER TRIM. FOR TYPICAL OUTSWING HERE MEMBRANE EXTENDS UP AND OVER DOORS SET AT FACE OF BLOCKING UNDER BEAM TRIM.. BLOCKING MOUNTED TO ICF j WALL. 2X PVC FACE TRIM FACE TRIM AT TRANSOM SHAPED TO MITER INTO INTERIOR PROFILE OF JAMB 2X FRAMING AT TRANSOM WRAPPED 3 SIDES CASING WITH WATERPROOF MEMBRANE TO RECEIVE DOOR AND WINDOW FLANGES THEN SEALED WITH LIQUID MEMBRANE. BACKER ROD AND SEALANT AT EXTERIOR AND INTERIOR FACE OF FRAME. DINING SOUTHEAST PORCH ICF WALL PLANE i SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS o TYPICAL PATTERN WITH 1-1/2" AIR SPACE BETWEEN VENEER AND WALL PLANE. WHERE FLARED SHINGLES EXTEND BEYOND FRONT FACE OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM �6" WIDE FULL DIVIDED AND INFILL WEDGE SHAPE VOID WITH 1X PVC LIGHT TYPICAL SHEET SUCH THAT INBOARD FACE OF WEDGE °O SHAPED TRIM WILL MEET OUTBOARD FACE OF CASING TRIM. WEDGE SHAPE TRIM SCRIBED TO CONVENTIONAL OR FOLLOW PROFILE OF RAMS CROWN PVC TRIM ENGINEERED WOOD FLOORING HERE HIDDEN AND COVER SIDE OF BRICK TYPICAL, SPECIES AND FINISH VENEER HERE HIDDEN AND SET ONTO SLAB. . TO BE SELECTED, SET OVER VAPOR RETARDER SUCH AS 2 DOOR SILL TO BE SET ONTO BEAD OF BASF LAPPED LAYERS OF 15# FELT MASTERSEAL NP1 URETHANE SEALANT IN OR 6 MIL POLYETHYLENE STAINLESS PAN WITH SEALED END AND BACK OVER %4" T&G PLYWOOD DAMS SET INTO BEAD OF NP1 OVER COATING FASTENED TO SLAB, ALL PER OF BASF MASTERSEAL M200 MEMBRANE TO FLOOR MANUFACTURER EXTEND OUT FROM OPENING, DOWN FACE OF RECOMMENDATIONS. WALL AND OVER TOP AND FACE OF SLAB AT PORCH, THIN SET STONE TILES OVER ', MEMBRANE AND CONTINUE STONE DOWN FACE STEEL REINFORCED CONCRETE OF SLAB 2". PROVIDE MASONRY INFILL AT GRADE BEAM STEPS DOWN THRESHOLD AS SHOWN OR STONE BLOCKS TO FROM LEVEL INTERIOR TO EXTEND STONE SILL OUT BEYOND FACE OF SLOPING PORCH, ALL OVER 6 JAMB TRIM. EXTEND STONE LATERALLY TO BE MIL POLYVINYL VAPOR BARRIER FLUSH WITH OUTBOARD FACE OF PVC JAMB AND TERMITE TREATED CLEAN TRIM ABUTTING SHINGLES. COMPACTED FILL NOTCH CONCRETE SLAB CORNER FOR STONE, » T.O.PLW BACKER ROD AND SEALANT UNDER DOOR SILL. — j — I _ F ..WALL SECTION w M a � � � � 00 O r --i N M Q w Ww � QU o wW �v N� U w �H WW Q W U WQ QQ�Wcv cn w o x Q w Ww QU u �v N� w �H 3" 6" 12" 8" 16" 32" WALL SECTIONS y 10-10- 03-16-18 ARCHITECT AR --0010382 BEYOND �—Id- PROVIDE 8 Yz" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TO ENCLOSE CONDITIONED ATTIC SPACE. PROVIDE WALL FRAMING OR NETTING AS REQUIRED TO ACCOMMODATE INSTALATION. M OVER PORCH TO ACHIEVE HIGHER CEILINGS �o 1 ■ .1 tai 2._24.. � ` 12 _ a 5 ¢U U W WOOD TRUSSES STILTED OVER PORCH W W I --Ir u FOR HIGHER CEILINGS CONDITIONED �1�Wj UNCONDITIONED r�l� O ATTIC ATTIC 1X6 T&G PAINTED WOOD SOFFIT AT 5/8 GYP CEIL G UNDERSIDE OF WOOD TRUSSES WITH O OVER WO D �r JOINTS RUNNING PARALLEL TO HOUSE L_. 1777 TRUSSES VAULT �S SOUTHEAST C RNER PANEL RUN AT OCEAN FRON NORTH SOUTH BEDROOMS00 CONSIDER WOOD DOOR HEAD TRIM COMPOSED OF 2X 1X6 CEILING. TRIM PVC AND FYPON BEDMOLD MLD649-16 BASE OF VAULT CAPPED WITH ° PVC STRIP AND WITH CROWN. STAINLESS STEL CAP FLASHING, ALL SEAL DOOR OVERHANG OF OF BEYOND OVER 2X PT S P WOOD BLOCKING. L FRAME AT SHIM 1' 3° HEAD TRIM MEETS UNDERSIDE OF SPACE TO CONTINUOUS FRIEZE BAND AT TOP OF MEMBRANE PORCH WALL. IGOR OPENING TO BE PIER FACE W ERE PORCH MEETS OVER BLOCKING COATED WITH L UID APPLIED AT EXTERIOR WATERPROOF M MBRANE EXTENDING AND INTERIOR OUT OVER AND ENCAPSULATING ENDS RUNS CONTI UOUS IN SAME BLOCKING UNDER TRIM. HERE MEMBRANE COULD EXTEND UP AND PLANE ACR SS TRANSITION. OVER BLOCKINC UNDER FRIEZE BAND AS SHOWN. IF vIEMBRANE RETURNS TO SOFFIT P E RUNS CONTINUOUS ALL ABOVEHEAD BLOCKING THEN LASHING VER HEAD TRIM MUST ICF WALL PLANE LEXTENDBACK 0 MEMBRANE AT ICF PORCH. MASTER BALCONY BEDROOM CENTER INE OF PIER DOOR SILL TO BE SET ONTO BEAD OF BASF MASTERSEAU NP1 URETHANE 1,_3„ SEALANT IN STAINLESS STEEL PAN WITH I 751 SEALED END AND BACK DAMS SET ONTO 44" 00 BEAD OF NP1 OVER COATING OF BASF y MASTERSEAL M20 MEMBRANE TO EXTEND , OUT FROM OPENI G, DOWN FACE OF „ WALL AND OVER FOP AND FACE OF SLAB 1 AT BALCONY. THIN SET STONE TILES OVER MEMBRANE AT SIL DOWN TO TOP OF PT MAHOGANY WOOD RAILING WD SLEEPERS TA ER CUT TO REST ON ICF WALL PLANES SLOPING SLAB BUT MAINTAIN LEVEL TOP. SYSTEM TO MIMIC EXISTING AT SLEEPERS SET IN BEAD OF SEALANT OVEF -^ MEMBRANE TO S PPORT 9/4" DECKING HERE CONSIDERED AZEK PVC DECKING TO 4" OPEN CELL STAINED AND THE REST PAINTED MATCH SAME AT XISTING GUEST HOUSE. SPRAY FOAM POLYURETHANE SHAPE CONCRETE BEAM TO EXTEND 4" INSULATION OUTBOARD OF WALL PLANE AND 4" TO PIERS TO RECEIVE PVC CAP SIDES BEYOND DOOR FRAME TO BE Z COVERED WITH TIIIN SET STONE TILE AND 4" SOUND j 001, VISUALLY SUPPORT BASE OF DOOR MINERAL WOOL j PROFILE AS SHOWN. CASING TRIM. NO CH CORNER OF SLAB INSULATION AS SHOWN TO At LOW FOR PLACEMENT OF STONE TILE UNDER SILL WITH BACKER 9 ROD AND SEALANT AT GAP BETWEEN SILL 1'- OVER LIQUID APPLIED AND STONE. I I N - x ° <) LJ WITH MORE TO EXTEND OVER PT WOOD BLOCKING SHOT TO v SUPPORT WOOD CEILING AND OP N CELLPROVIDE 34" CHASE FOR WIRING TO SPR Y FOAM DRIP AT GAP BEHIND DECKING POWER CEILING MOUNTED LIGHT OtYU- HANE 3" 1"" FIXTURES. IN ULATION PVC COVERED BEAM WITH FYPON COVE AT SIDES BELOW 1X6 T&G N 1'-4" PAINTED WOOD SOFFIT WITH JOINTS e i RUNNING PARALLEL TO HOUSE ENCLOSURE WALL. JOINTS AT SOUTHEAST CORNER PANEL RUN NORTH SOUTH -- ---- - FIBERGLASS LOUVERED SHUTTER , a SUCH AS BY ATLANTIC PREMIUM SLAB AND BEAM. SEE STRUCTURAL FOR DETAIL. '" PVC TRIM WITH GLUED AND MITERED CORNERS OVER PT WD SHUTTERS TO BE CAPTURED BY — -- FRAMING HERE CONSIDERED TO BE SHOP WELDED 316 STAINLESS ° TUBES SHOP -CLAD BY PVC - 3 » SURROUND AS SHOWN. FRAME - BOTTOM OF NORTH/SOUTH BEAM AFFIXED TO CMU PIERS OR ICF ICF WALL PLANE WALLS PER STRUCTURAL DRAWINGS. DECORATIVE CUSTOM PVC BLOCK WEST BEAMS AND WALL TRIM BEYOND AT ENDS OF SHUTTER ALONG ENCLOSURE WALL. SUPPORTING BEAMS, SO-UTH EASE- _ -- ---- EAST PORCH i I PORCH BEYOND �—Id- —IN SIN � ? ; �I • • • iJ a 77 SIN oll M�m bWON ombmdmmbi 34„ 42 00 PVC TRIM AS RAMS CROWN AND 1X SKIRT BELOW SLIGHTLY FLAREDCD - - - -- _ _ SHINGLES L BEYOND -_ --- -_- _ STONE TILE THIN SET OVER --- NON -MODIFIED MORTAR OVER WATERPROOF MEMBRANE OVER - - - - -- - --- - REINFORCED CONCRETE OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL, EXTEND STONE ONTO STEPS TO WALKWAY AT GRADE. i ♦d 4. 9 d • ♦d d . d. • d- •- ' c d SIN will Lf 1=1 I I! 1- =1 11=1_I I� I I ISI I I-1 I I-1 11= I I 1=i I I__I --- -- --I- --- 31 _ -L 4- -- 0 of G WALL SECTI❑N 3, 2>> 3,� I 34» WOOD TRUSS BOTTOM CHORD RAISED M OVER PORCH TO ACHIEVE HIGHER CEILINGS �o 1 ■ .1 tai 2._24.. � ` 12 _ a 5 ¢U U W W W I --Ir u N �1�Wj Ww�u� r�l� —IN SIN � ? ; �I • • • iJ a 77 SIN oll M�m bWON ombmdmmbi 34„ 42 00 PVC TRIM AS RAMS CROWN AND 1X SKIRT BELOW SLIGHTLY FLAREDCD - - - -- _ _ SHINGLES L BEYOND -_ --- -_- _ STONE TILE THIN SET OVER --- NON -MODIFIED MORTAR OVER WATERPROOF MEMBRANE OVER - - - - -- - --- - REINFORCED CONCRETE OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED FILL, EXTEND STONE ONTO STEPS TO WALKWAY AT GRADE. i ♦d 4. 9 d • ♦d d . d. • d- •- ' c d SIN will Lf 1=1 I I! 1- =1 11=1_I I� I I ISI I I-1 I I-1 11= I I 1=i I I__I --- -- --I- --- 31 _ -L 4- -- 0 of G WALL SECTI❑N 3, 2>> 3,� I 34» I H WALL SECTI❑N I WOOD TRUSS BOTTOM CHORD RAISED M OVER PORCH TO ACHIEVE HIGHER CEILINGS �o .1 Ww 2._24.. ATTIC ` 12 _ a 5 ¢U U W W W I --Ir u N �1�Wj Ww�u� r�l� O ar Q ��4Ooa°, O PVC AND FYPON F IEZE TRIM, �S T&G WOOD SOFFIT AND BORAL CEMENTITIOUS TRI AT ROOF FASCIA TO MATC TYPICAL TREATMENT ARO D HOUSE BUT OVERHANG OF OF BEYOND B L 0 N 1' 3° SUPPORT BEAM INCREASES AT PORCH TO AC MMODATE FOR SETBACK FRO WALL FACE TO PIER FACE W ERE PORCH MEETS WALL. FASCI AT ROOF EDGE ! RUNS CONTI UOUS IN SAME IN PLANE ACR SS TRANSITION. SOFFIT P E RUNS CONTINUOUS BUT SOFFI IS 2 Ya" DEEPER AT I PORCH. CENTER INE OF PIER m 1,_3„ I co 44" 00 00 y , Ln „ 1 � MAHOGANY WOOD RAILING SYSTEM TO MIMIC EXISTING AT -^ GUEST HOUSE, TOP RAIL IS °� STAINED AND THE REST PAINTED WHITE. 4X4 POSTS BETWEEN PIERS TO RECEIVE PVC CAP Z TRIM TO MIMIC PIER CAP 001, PROFILE AS SHOWN. I STAINLESS STEEL FLASHING SET OVER LIQUID APPLIED WATERPROOFING AND SEALED <) LJ WITH MORE TO EXTEND OVER AND PROTECT PVC TRIM AND y DRIP AT GAP BEHIND DECKING 3" 1"" FACE TRIM. t e i STEEL REINFORCED CONCRETE , a SLAB AND BEAM. SEE STRUCTURAL FOR DETAIL. '" PVC TRIM WITH GLUED AND MITERED CORNERS OVER PT WD AST" O R C H MEMBRANEOAS S OWN PROOF - BOTTOM OF NORTH/SOUTH BEAM TO ALIGN WITH BOTTOM OF EAST WEST BEAMS AND WALL TRIM -- --- ALONG ENCLOSURE WALL. I CENTERLINE OF PIER i I co I --------- - o i i I i i I — STEEL REINFORCED CONCRETE I SLAB AND GRADE BEAM. SEE -- -—= STRUCTURAL FOR DETAIL. da d v • • • v �4 i ( I ° •° ° Q ° !- I H WALL SECTI❑N I a� a xr 9 )J 16 a ai 411 IN 1 _ ' I� \ n a X4 4 WOOD TRUSS BOTTOM CHORD RAISED OVER PORCH TO ACHIEVE HIGHER CEILINGS 2'_24„ ATTIC 2 M10 �a�_aea,awaans�m.x.�s ��—�1I �5 - ! 2'-3" o M d- xQ �o .1 Ww ¢U U W W W I --Ir u N �1�Wj Ww�u� r�l� O ar Q ��4Ooa°, O 00 IN y , Ln „ 1 � Z 001, I <) LJ y x a� a xr 9 )J 16 a ai 411 IN 1 _ ' I� \ n a X4 4 WOOD TRUSS BOTTOM CHORD RAISED OVER PORCH TO ACHIEVE HIGHER CEILINGS 2'_24„ ATTIC 2 M10 �a�_aea,awaans�m.x.�s ��—�1I �5 - ! 2'-3" X4 ti w 4 a BASE PAVER 164 (- SEALANT BEAD WASH BASE CAP VER 164 3/4" SHEET CENTERLINE OF PIER J" PVC SHEETS OVER PT VERTICAL FURRING PLANED TO CREATE OVERALL 15" SQUARE DIMENSION OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED CONCRETE BASE CAP VER 164 (VERSATE; 1X6 ROUND VER105 2X PVC BEDMOLD VER75 2X PVC PVC TRIM TO MIMIC SAME AT EXISTING GUEST HOUSE PIERS AS SHOWN. .n VERTICAL 2X4 PT WOOD FURRING WITH BOTTOM AT TOP OF SLEEPER N PT WOOD SLEEPERS TAPER CUT TO REST ON SLOPING CONCRETE SLAB BUT MAINTAIN LEVEL TOP TO SUPPORT 4" WOOD OR AZEK DECKING. STOP SLEEPERS SHORT OF FURRING AT PIER TO ALLOW WATER TO DRAIN AROUND PIER. LIQUID APPLIED WATERPROOF MEMBRANE AT CMU PIER RUNS ONTO SLAB TO BE COVERED BY SLAB WATERPROOFING THAT RUNS 4" UP PIER CENTERLINE OF PIER I + I CEDAR SHINGLES OVER VENTING FABRIC OVER PT 1X4 HORIZONTAL FURRING STRIPS OVER PT 2X4 VERTICAL FURRING OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED � CONCRETE 0 All 4'-0" R4 -0 I r PVC TRIM AS RAMS CROWN AND k a 1X SKIRT OVER BRICK VENEER AT 2' SQUARE PEDESTAL RESTING ON CONCRETE SLAB PRIMARY CONCRETE PORCH SLAB AND GRADE BEAM SHOWN HERE TO EXTEND BEYOND FACE OF CMU PIERS TO SUPPORT BRICK VENEER AT PEDESTALS AS WELL. SLAB AT POOL DECK TO MEET PORCH SLAB ALLOWING y p" GAP FOR EXPANSION MATERIAL, STONE TILE OVER CONCRETE SLAB SLOPING TO DRAIN. 1E CONSIDER USE OF SLOT POOL DRAIN CAST INTO SLAB. 2 0" 77 4 e 11= I i, I_ n . " -- •a 4 ! I I .III =III__—III_-1 i I—I I �- H, WALL SECTI❑N o M d- xQ �o .1 Ww X4 ti w 4 a BASE PAVER 164 (- SEALANT BEAD WASH BASE CAP VER 164 3/4" SHEET CENTERLINE OF PIER J" PVC SHEETS OVER PT VERTICAL FURRING PLANED TO CREATE OVERALL 15" SQUARE DIMENSION OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED CONCRETE BASE CAP VER 164 (VERSATE; 1X6 ROUND VER105 2X PVC BEDMOLD VER75 2X PVC PVC TRIM TO MIMIC SAME AT EXISTING GUEST HOUSE PIERS AS SHOWN. .n VERTICAL 2X4 PT WOOD FURRING WITH BOTTOM AT TOP OF SLEEPER N PT WOOD SLEEPERS TAPER CUT TO REST ON SLOPING CONCRETE SLAB BUT MAINTAIN LEVEL TOP TO SUPPORT 4" WOOD OR AZEK DECKING. STOP SLEEPERS SHORT OF FURRING AT PIER TO ALLOW WATER TO DRAIN AROUND PIER. LIQUID APPLIED WATERPROOF MEMBRANE AT CMU PIER RUNS ONTO SLAB TO BE COVERED BY SLAB WATERPROOFING THAT RUNS 4" UP PIER CENTERLINE OF PIER I + I CEDAR SHINGLES OVER VENTING FABRIC OVER PT 1X4 HORIZONTAL FURRING STRIPS OVER PT 2X4 VERTICAL FURRING OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED � CONCRETE 0 All 4'-0" R4 -0 I r PVC TRIM AS RAMS CROWN AND k a 1X SKIRT OVER BRICK VENEER AT 2' SQUARE PEDESTAL RESTING ON CONCRETE SLAB PRIMARY CONCRETE PORCH SLAB AND GRADE BEAM SHOWN HERE TO EXTEND BEYOND FACE OF CMU PIERS TO SUPPORT BRICK VENEER AT PEDESTALS AS WELL. SLAB AT POOL DECK TO MEET PORCH SLAB ALLOWING y p" GAP FOR EXPANSION MATERIAL, STONE TILE OVER CONCRETE SLAB SLOPING TO DRAIN. 1E CONSIDER USE OF SLOT POOL DRAIN CAST INTO SLAB. 2 0" 77 4 e 11= I i, I_ n . " -- •a 4 ! I I .III =III__—III_-1 i I—I I �- H, WALL SECTI❑N o M d- xQ �o w Ww ¢U U W W W I --Ir u N �1�Wj Ww�u� O Q ��4Ooa°, O X4 ti w 4 a BASE PAVER 164 (- SEALANT BEAD WASH BASE CAP VER 164 3/4" SHEET CENTERLINE OF PIER J" PVC SHEETS OVER PT VERTICAL FURRING PLANED TO CREATE OVERALL 15" SQUARE DIMENSION OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED CONCRETE BASE CAP VER 164 (VERSATE; 1X6 ROUND VER105 2X PVC BEDMOLD VER75 2X PVC PVC TRIM TO MIMIC SAME AT EXISTING GUEST HOUSE PIERS AS SHOWN. .n VERTICAL 2X4 PT WOOD FURRING WITH BOTTOM AT TOP OF SLEEPER N PT WOOD SLEEPERS TAPER CUT TO REST ON SLOPING CONCRETE SLAB BUT MAINTAIN LEVEL TOP TO SUPPORT 4" WOOD OR AZEK DECKING. STOP SLEEPERS SHORT OF FURRING AT PIER TO ALLOW WATER TO DRAIN AROUND PIER. LIQUID APPLIED WATERPROOF MEMBRANE AT CMU PIER RUNS ONTO SLAB TO BE COVERED BY SLAB WATERPROOFING THAT RUNS 4" UP PIER CENTERLINE OF PIER I + I CEDAR SHINGLES OVER VENTING FABRIC OVER PT 1X4 HORIZONTAL FURRING STRIPS OVER PT 2X4 VERTICAL FURRING OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED SOLID WITH STEEL REINFORCED � CONCRETE 0 All 4'-0" R4 -0 I r PVC TRIM AS RAMS CROWN AND k a 1X SKIRT OVER BRICK VENEER AT 2' SQUARE PEDESTAL RESTING ON CONCRETE SLAB PRIMARY CONCRETE PORCH SLAB AND GRADE BEAM SHOWN HERE TO EXTEND BEYOND FACE OF CMU PIERS TO SUPPORT BRICK VENEER AT PEDESTALS AS WELL. SLAB AT POOL DECK TO MEET PORCH SLAB ALLOWING y p" GAP FOR EXPANSION MATERIAL, STONE TILE OVER CONCRETE SLAB SLOPING TO DRAIN. 1E CONSIDER USE OF SLOT POOL DRAIN CAST INTO SLAB. 2 0" 77 4 e 11= I i, I_ n . " -- •a 4 ! I I .III =III__—III_-1 i I—I I �- H, WALL SECTI❑N 3" 6" 12" 8" 16" 32" WALL SECTIONS 23 10-10-17 03-16-18 ,ARCHITECT AR- o Q xQ �o w Ww ¢U U W W W u N O 3" 6" 12" 8" 16" 32" WALL SECTIONS 23 10-10-17 03-16-18 ,ARCHITECT AR- 2'-2}" T.0.PLYWD. +31 '-1 1 2'-0" 12 3 J J TTI C7k S.177 T. 0.PLATE +41'-3 3 4' — ' I Y2" THICK STENCIL CUT WHITE PAINTED SHEET I F PVC ADHERED TO )�" THICK BLUE AINTED SHEET OF PVC MOUNTED TO ' P STIC STRIPS AT ICF WALL THROUGH R WALL CAT 5 WATERPROOF MEMBRANE a APPLIED TO ICF WALL. PROVIDE ADDITIONAL YER OF I" PVC AS PICTURE FRAME a' ARO ND BORDER OF STENCIL CUT SHEET. ARCHITECT WILL PROVIDE CAD FILES OR FULL o SCALE PRINT OF STENCIL PATTERN. 00 3j" 2 BEMON 2 Tl,,,1111`11 IN J.. c d �� If • S ND EXPOSED TOP EDGES OF PVC + SHEETS TO DRAIN. TAKE CARE TO � I CLAMP AND GLUE ALL PVC LAYERS AND PAINT TO AVOID WATER INTRUSION. T.O.PLYWD.+31'-1 2X PV FRAMING ELEMENT WITH CURVED EDGE AT OUTBOARD SIDE SEEN BEYOND 2X PF BLOCKING AT WINDOW OPENINGS 6" 10 BE COVERED WITH WATERPROOF _ MEMBRAIE. PT BLOCKING NOT AT WINDOW 3 ^ OPENINGS MAY BE COVERED WITH N SIN WATE PROOFING OR NOT DEPENDING ON PREFERED SEQUENCE. _ Qo 1 J J 1 _ N � w CD 1� 6' LI 74 —Ii100 \ — 2 9-L 2 �IQo 0 I N T.O. PLYWD. +31'-- 1 1 4" JJ SIN SIN 0 Q0 J 11111" T. 0. D I Mill 0I 7'-1» 00 I o Q x __iit�ie�e0� . �'I Q W Ww moil!9�►� QU UW W W� N 2 9-L 2 �IQo 0 I N T.O. PLYWD. +31'-- 1 1 4" JJ SIN SIN 0 Q0 J 11111" T. 0. D I 0I 7'-1» T. 0. D I !I " I 1 -I1 11 1 7'-3» 0 4» 0I 7'-1» 00 o !I " I 1 -I1 11 1 7'-3» 0 4» Q A l�(� JI CCNJJ 7'-1» 00 6" w 00 o Q x Q W Ww QU UW W W� N w �a H Q W w� w Q U U� W(� QQ�WN w o Q x Q W Ww QU UW W W� N w �a H Q 3" 6" 12" 8" 16" 32" WALL SECTIONS 10-10-17 03-16-18 TAME "HI EC;T AR -0010.332 PROVIDE 8 Yz" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TO ENCLOSE 1 ° J i CONDITIONED ATTIC SPACE. PROVIDE WALL FRAMING OR NETTING AS REQUIRED TO "I N 1 9 9 9 ACCOMMODATE INSTALATION. M (q O c� O d. wmww� x'w", x < ATTIC Y w . . H� T.O.PLATE. +4 3 3 4 W W w z,• H w a ` ^ WOOD TRUSS S STILTED OVER PORC J J J ) )> SIN FOR HIGHER ILINGS a a 1 0 ° — O �- � -- Wil I --I Q�WN -_ ^ �' — 0 PLATE +41 o 4 4 _.. w ti w W PLATE ±_41' -3 3/4' — - _ --- - 1X6 T&G PAIN ED WOOD SOFFIT AT �yG_ - UNDERSIDE 0 WOOD TRUSSES WITH 5�8 GYP CEILI G �� `1 OVER WO D JOINTS RUNNI G PARALLEL TO HOUSE L U LL J IN S A TRUSSES VAULT JJ 4 )J °OOMS AT OCEAN FRON SOUTHEAST C RNER PANEL RUN NOR7 T ' BED - �� CONSIDERTH WOOD DOOR HEADUTRI COMPOSED OF 2X ^ - 1X6 CEILING. TRIM PVC AND FYPONBEDMOLD MLD649-16 Id- 4 �� BASE OF VAULT CAPPED WITH " PVC STRIP AND WITH < v CROWN. STAINLESS STE L CAP FLASHING, ALL • ^ SEAL DOOR OVER 2X PT S P WOOD BLOCKING. -- 4 FRAME AT SHIM HEAD TRIM ME S UNDERSIDE OF SPACE TO j CONTINUOUS F IEZE BAND AT TOP OF -" - - MEMBRANE PORCH WALL. OOR OPENING TO BE OVER BLOCKING COATED WITH L UID APPLIED I I AT EXTERIOR WATERPROOF MEMBRANE EXTENDING --- - AND INTERIOR OUT OVER AND ENCAPSULATING ,- -_ ,I•, A • ENDS i BLOCKING UNDER TRIM. HERE , a i i 1 MEMBRANE COULD EXTEND UP AND OVER BLOCKIN UNDER FRIEZE BAND AS SHOWN. IF EMBRANE RETURNS TO ICF WALL ABOV HEAD BLOCKING THEN j J n = CAP FLASHING VER HEAD TRIM MUST ICF WALL PLANE - CLOSET CLOSET EXTEND BACK 0 MEMBRANE AT ICF WALL. MASTER BALCONY EXTENT CONCRETE SHEER WALL PROVIDESFOPPORTU BEDROOM r^ _ OPPORTUNITY ETHER SIDE OF DOOR SILL TO SET ONTO BEAD OF V 1 00 ELEVATOR SHAFT FOR CREATION OF BASF MASTERSEA NP1 URETHANE OPENINGS THROUGH WALL FOR HVAC SEALANT IN STAINLESS STEEL PAN WITH DUCTS AS OPTIMAL FOR MECHANICAL )J �; v SEALED END AND BACK DAMS SET ONTO SYSTEM \ BEAD OF NP1 OVER COATING OF BASF MASTERSEAL M20 MEMBRANE TO EXTEND OUT FROM OPEN( G, DOWN FACE OF BEDROOM 2 �\ WALL AND OVER OP AND FACE OF SLAB I - AT BALCONY. THINSET STONE TILES OVER O MEMBRANE AT SIL DOWN TO TOP OF PT I WD SLEEPERS TA ER CUT TO REST ON ICF WALL PLANES �'' SLOPING SLAB BIT MAINTAIN LEVEL TOP. i I� z % SLEEPERS SET IN BEAD OF SEALANT OVER I MEMBRANE TO S PPORT �" DECKING , , � - - - -- ,,._ 1 � �A , a � I. KE� HERE CONSIDERE AZEK PVC DECKING TO 4" OPEN CELL j MATCH SAME AT XISTING GUEST HOUSE. �,� � , - ----- - TRUSS ti � � � j � I �-I(�l ^ ^ �-Id SPRAY FOAM I CLO ED LL SPRAY FOAM SOUND INSULATION _ ^ ^ SOUND �. �� G �` r -IN POLYURETHANE ! SHAPE CONCRETEBEAM TO EXTEND 4° INSULATION POL UR ANE INSULATION 3„ SIN INSULATION 1'-0" 1'-0' J � • • OUTBOARD OF WALL PLANE AND 4" TO 1X6 &G D SOFFIT =oo -. t - x !�� r 7 �t SIDES BEYOND DOOR FRAME TO BE COVERED WITH THIN SET STONE TILE AND �1 • F+i N - ° a - 4" SOUND VISUALLY SUPPORT BASE OF DOOR S MINERAL WOOL I CASING TRIM. NO CH CORNER OF SLAB AS SHOWN TO LOW FOR PLACEMENT OF 'h� � INSULATION 9' STONE TILE UND R SILL WITH BACKER r 1 �T� FYPON COVE MLD592 � � �� ROD AND SEALAN AT GAP BETWEEN SILL - - - 2X PVC TRIM INSWING DOOR AND TRANSOM WINDOW SET DEEPER INTO WALL. GYP • ' - --" :-: = _ ^ 00' i' AND STONE. ^� PROVIDE WIDER AND TALLER WALL - _� " _ "" F--1 WINDOW HEAD TRIM COMPOSED OF 2X PVC AN OPENING TO ACCOMMODATE DOUBLE BUCKS INCLUDING 2X6 INNER RING TO RECEIVE DOOR AND WINDOW -� WOOD A OWr— i�� 4� FYPON BEDMOLD MLD649-16 CAPPED WITH Y�" PVC STRIP AND STAINLESS STEEL CAP FLASHING, FLANGES. OFFSET REQUIRES JJ 1 J - 52 JJ ° ^ ^62 SIN oo d N ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW OPENING TO BE COATED WITH LIQUID APPLIED ADDITIONAL 2X PVC TRIM PIECE BEHIND FACE TRIM. INSTALLATION OTHERWISE TYPICAL. FLANGES FOR aO r I 3 T WATERPROOF MEMBRANE EXTENDING OUT OVER ' TYPICAL OUTSWING DOORS SET AT F YMR KITCHEN _ __ ___ ``—_ -- W AND ENCAPSULATING BLOCKING UNDER TRIM. EXTENDS UP AND OVER FACE OF BLOCKING MOUNTED TO --- I S � 4 N _ N HERE MEMBRANE BLOCKING UNDER BEAM TRIM.. ICF WALL. WOOD CASING WOOD CASING a 0 TRIM w . TRIM _ _ _ -- _ _-- — - - — -- --- u TS I TO PT WOOD BLOCKING SHOT CEDAR SHINGLES BEYOND FACE TRIM AT TRANSOM SHAPED TO MITER INTO INTERIOR PROFILE �- -- SUPPORT WOOD AND (WIRING -- 2X PVC FACE TRIM OF JAMB CASING FOR WI TO _ _ PROVIDE CHASE FOR POWER CEILING MOUNTED LIGHT TS FIXTURES. 2X FRAMING AT TRANSOM WRAPPED 3 SIDES �� a . WITH WATERPROOF MEMBRANE TO RECEIVE DOOR _ ° BEAM OOD S �� AND WINDOW FLANGES THEN SEALED WITH r �� -� DECO IVE OODEN BLOCKS ^ e \ ^ LIQUID MEMBRANE. BACKER ROD AND SEALANT AT BAS OF TRANSOM FRAME SIN WIDE MAJOR AT EXTERIOR AND INTERIOR FACE OF FRAME. ^ 7�" 6° R a OOD BEAMS � Nk i � LIVI G � , " I EAST ENTRY PORCH FOYER x -- ,, PORCH ICF WALL PLANE 40 SHINGLE PROFILE HIDDEN � \ ` 1 • oo I I c� --- I 3„ 6„ 12 I ^ SIN O ^ 16 ,) 32,J CD 7771 7 SIN ' SIN 0 ,'Q I I ^ 00 WALL 4 `2 � ,> I SECTIONS _ T.O.SLAB +19'-3' . _, ro • • a, . 4 r 40 SHAPE CONCRETE TO EXTEND 4" -< 1 I I— I 1-1 I (-1 ! OUTBOARD OF WALL PLANE AND 4" TO 4. -I . • ! --! I I—) — ! ! i- SIDES BEYOND DOOR FRAME TO BE COVERED WITH THIN SET STONE TILE AND —T-- -_ `d= • ° L I I I�I I --- ' � �-� I !- I -- ! !— VISUALLY SUPPORT BASE OF DOOR 25 a i CASING TRIM. NOTCH CORNER OF SLAB ! ° — _-III-, 1 ! � ' _ AS SHOWN TO ALLOW FOR PLACEMENT OF ` ' ` ' ` `� D O SLAB STONE TILE UNDER SILL WITH BACKER --! WALL SE�CTI❑N ----- ^ — — — 4' ROD AND SEALANT AT GAP BETWEEN SILL 11- AND STONE. —I — _ ^ r71� r�l�f- 10-10-17 Ln � LC-� SLAB +19'-3» 03-1 6-18 WALL SECTI❑N ----- J • a • • 2 d " d . d. ° - - _ 4 ° L � a zi d ° ��— — i l-III—III " �� ... �° • I _I I �—I, I_I i t I i l—III-111 - (� �- I !=! !— _ ARCi -; 17TL, ° — 1. AR -0010382` - WALL SECTI❑N 4 -- ( , � L -- PICTURE FRAME OF PVC TRIM TO -_ SURROUND PANEL INSET BETWEEN TWO STACKED WINDOWS ALL SET BETWEEN THICKENED JAMBS PANEL TO CONSIST OF TWO LAYERS OF Y2" PVC SHEETS. WHITE OUTER SHEET LAYER TO BE CUT WITH STENCIL -PATTERN- TO REVEAL --PART OF BLUE PAINTED INNER SHEET FOR DECORATIVE RELIEF. JAMB DETAIL AT WALL BETWEEN STACKED WINDOWS AT STAIR _ LANDING.- SURROUND ANDING. SURROUND WALL SPACE BETWEEN STACKED WINDOWS WITH WINDOW TRIM TO VISUALLY JOIN WINDOWS INTO SINGLE UNIT ANGLE CUT BOTTOM SEGMENT QF- GLUED, F GLUED, LAMINATED PVC FRAME TO JAMB SHED WATER. PROVIDE WHITE DETAIL a PAINTED -METAL OVER - TRIM AT WINDOW HEAD. TO.PL-YWD. +3-1'_11 4 I N 00 I N STAIR Ln —L ICT JAM B DETAIL +41 ^I 4 I a [� r, N M 00 \0 n Y2" GYPSUM BOARD �1 I Ail 4 limh Cfl a ROPED HYDRAULIC LIFT BY 32 �Q ELEVATOR ww�,u� n �o LINEN SHAFT �IC111,1 W CLOSET + CUT AWAY FOAM AT ICF WALL tiw Za WITH HP -4 LAYOUT AND 8' TO MOUNT 2-2X12'S TO • Fil W � JAMB CAB. OWNER TO SELECT NQ 7" ELEVATOR COMPANY DETAIL 4 4 , d REQUIREMENTS. WHERE 2X12'S '101, BEACH AS 6 MIL POLYVINYL CONFIRM THAT SPACING HERE IS ABSENT FACE WALL WITH h" i, J ADEQUATE FOR PASSAGE OF j PLYWOOD OVER FOAM OR SHEETS WITH EDGES VERTICAL EXHAUST DUCT FROM WOOD STUD WALL FRAMING TO ATTIC PROVIDE FLUSH SMOOTH KITCHEN SURFACE ALL AROUND SHAFT ALL OVER CLEAN ABOVE CONCRETE. 2 1.1'_11 _�/d 3f CEILING ABOVE TRIM TO BE (-D 5j" WOOD. SEE INTERIOR DESIGN ' TREATED FILL. SLAB +41'-3 3 4" 'y I 100 RECESSED 4" AT � T CUSTOM EXHAUST HOOD PER BEACH BATH WITH MUD SET SLOPING FLOOR WALL INTERIOR DESIGNER OVER a� 1� d N SO WHOLE ROOM ACTS DECORATIVE WALL COVERING `j i `I?� _ BEHIND COOKTOP AS EXTENDED S AIR BACKSPLASH PER INTERIOR / DESIGNER SELECTION AND DETAIL ++' 1� i RANGE APPLIANCE TO BE SELECTED 0 ELEVATOR PIT. PROVIDE �•, WATERPROOFING PER I - - 2 RECOMENDATIONS. 4 • +19'-3"$1 — E a p a — +18'-1" III —1 I i I I-1 I (—III I I 1=III—III—I {_— !— a° a N WALL SECTI❑N - - JAMB DETAIL PICTURE FRAME OF PVC TRIM TO -_ SURROUND PANEL INSET BETWEEN TWO STACKED WINDOWS ALL SET BETWEEN THICKENED JAMBS PANEL TO CONSIST OF TWO LAYERS OF Y2" PVC SHEETS. WHITE OUTER SHEET LAYER TO BE CUT WITH STENCIL -PATTERN- TO REVEAL --PART OF BLUE PAINTED INNER SHEET FOR DECORATIVE RELIEF. JAMB DETAIL AT WALL BETWEEN STACKED WINDOWS AT STAIR _ LANDING.- SURROUND ANDING. SURROUND WALL SPACE BETWEEN STACKED WINDOWS WITH WINDOW TRIM TO VISUALLY JOIN WINDOWS INTO SINGLE UNIT ANGLE CUT BOTTOM SEGMENT QF- GLUED, F GLUED, LAMINATED PVC FRAME TO JAMB SHED WATER. PROVIDE WHITE DETAIL a PAINTED -METAL OVER - TRIM AT WINDOW HEAD. TO.PL-YWD. +3-1'_11 4 I N 00 I N STAIR Ln —L ICT JAM B DETAIL +41 ^I 4 I®®tea• �.� � - � I a [� r, N M 00 \0 n Y2" GYPSUM BOARD �1 I Ail 4 limh Cfl a ROPED HYDRAULIC LIFT BY I®®tea• �.� � - � – -� -�/d" I a [� r, N M 00 \0 n Y2" GYPSUM BOARD �1 I Ail 4 Cfl a ROPED HYDRAULIC LIFT BY �Q ELEVATOR ww�,u� n �o LINEN SHAFT �IC111,1 W CLOSET + CUT AWAY FOAM AT ICF WALL tiw Za WITH HP -4 LAYOUT AND 8' TO MOUNT 2-2X12'S TO • Fil W � JAMB CAB. OWNER TO SELECT NQ 7" ELEVATOR COMPANY DETAIL 4 4 , d REQUIREMENTS. WHERE 2X12'S '101, – -� -�/d" I J I 40 t o ZI w i d 4 I a T. 0. P LATE. V-0" 22 g" 1 I a [� r, N M 00 �I Y2" GYPSUM BOARD �1 I Ail 4 Cfl p I I I� ROPED HYDRAULIC LIFT BY �Q ELEVATOR ww�,u� RESIDENTIAL ELEVATOR �o LINEN SHAFT -3 3/4 W CLOSET + CUT AWAY FOAM AT ICF WALL tiw Za WITH HP -4 LAYOUT AND 8' TO MOUNT 2-2X12'S TO • Fil W � CONCRETE CORE PER CAB. OWNER TO SELECT NQ 7" ELEVATOR COMPANY FINISHES AND ACCESSORIES. t , d REQUIREMENTS. WHERE 2X12'S '101, BEACH AS 6 MIL POLYVINYL CONFIRM THAT SPACING HERE IS ABSENT FACE WALL WITH h" i, J ADEQUATE FOR PASSAGE OF j PLYWOOD OVER FOAM OR SHEETS WITH EDGES VERTICAL EXHAUST DUCT FROM WOOD STUD WALL FRAMING TO HOOD OVER COOKTOP PROVIDE FLUSH SMOOTH KITCHEN SURFACE ALL AROUND SHAFT ALL OVER CLEAN ABOVE CONCRETE. !° l 1.1'_11 _�/d I J I 40 t o ZI w i d 4 I a T. 0. P LATE. V-0" 22 g" 1 10, 3 a [� r, N M 00 �I L(� ELEVATOR HERE CONSIDERED 4 Cfl 2 ROPED HYDRAULIC LIFT BY �Q Qv ww�,u� RESIDENTIAL ELEVATOR �o .4 PLO -3 3/4 W COMPANY, MODEL LLH-950 + tiw Za WITH HP -4 LAYOUT AND 8' 1 t • Fil W � CAB. OWNER TO SELECT NQ 7" VAPOR BARRIER SUCH FINISHES AND ACCESSORIES. t , d O BEACH AS 6 MIL POLYVINYL CONFIRM THAT SPACING HERE IS _ BATH ADEQUATE FOR PASSAGE OF j SHEETS WITH EDGES VERTICAL EXHAUST DUCT FROM HOOD OVER COOKTOP LAPPED AND SEALED KITCHEN CROWN MOLDING AT UNDERSIDE ALL OVER CLEAN OF MAJOR BEAMS. BEAMS AND l CEILING ABOVE TRIM TO BE 5j" WOOD. SEE INTERIOR DESIGN ' TREATED FILL. SLAB DRAWINGS FOR DETAIL 'y I RECESSED 4" AT CUSTOM EXHAUST HOOD PER BEACH BATH WITH MUD SET SLOPING FLOOR WALL INTERIOR DESIGNER OVER COOKTOP 1� d N SO WHOLE ROOM ACTS DECORATIVE WALL COVERING `j i `I?� BEHIND COOKTOP AS EXTENDED BACKSPLASH PER INTERIOR / DESIGNER SELECTION AND DETAIL ++' 1� i RANGE APPLIANCE TO BE SELECTED 0 ELEVATOR PIT. PROVIDE �•, WATERPROOFING PER I MANUFACTURER 2 RECOMENDATIONS. 4 • +19'-3"$1 — E a p a — +18'-1" III —1 I i I I-1 I (—III I I 1=III—III—I {_— !— a° a N WALL SECTI❑N I J I 40 t o ZI w i d 4 I a T. 0. P LATE. V-0" 22 g" 1 00 T. 0. PLATE IAI 10, 3 a [� r, N M 00 �I L(� 2 4 Cfl 2 00 T. 0. PLATE IAI 2 Z,� t JAM B DETAIL Cfl SOFFf / I I ATTIC Ell I I- I I pri 00 M a [� r, N M 00 �I -h 4 2 Z,� t JAM B DETAIL Cfl SOFFf / I I ATTIC Ell I I- I I pri OFFICE 00 M a [� r, N M 00 CONCRETE SLAB AND GRADE BEAMS SPANNING BETWEEN �D d- w� rTl �Q Qv ww�,u� �o .4 PLO -3 3/4 W w Q V � Q Q w N tiw Za OFFICE CARRY TILE INTO WINDOW OPENING OVER WATERPROOF MEMBRANE AND SEAL TO WINDOW FRAME. \ SLOPE SILL TO DRAIN. 3" 6" 12" STEEL REINFORCED milli iiiiiiiiiiiii w CONCRETE SLAB AND GRADE BEAMS SPANNING BETWEEN C) �Q W� 8" 1 6" 3 2" �o Z QU U W AND PILINGS. SLAB TO 00 Fil W � NQ VAPOR BARRIER SUCH O BEACH AS 6 MIL POLYVINYL BATH M F.L. CARRY TILE INTO WINDOW OPENING OVER WATERPROOF MEMBRANE AND SEAL TO WINDOW FRAME. \ SLOPE SILL TO DRAIN. 3" 6" 12" STEEL REINFORCED milli iiiiiiiiiiiii AS SHOWER. SLCTIONS — 58 k.r J I K � T. .S B +19'-3'�ZA — i' • o g„ ._;i1- -- 26 PLANTER AT BASE OF _I WALL- -:CPNTI — —� FOOTING' AS SHOWN —I 111 11– AROUt BASE OF • • • • URVED 8' POURtd >N ° .I 11- 1 I I -- 10-10-17 PLACE CONCRETE WALL PROVIDE ORb VENEER AS SHOWN I- 03-16-18 ALL ALATER WALLJ EXTERIOR- -III—I11— CREATING 12" —_ _ THICKNESS ROVIDE PRECAST CAP - —AT TOP OF WALL -�� 2E'� _I I- • I' � l i I I I I I ARCHITECT AR -0010382 ❑ WALL SECTI❑N I CONCRETE SLAB AND GRADE BEAMS SPANNING BETWEEN CONCRETE PILE CAPS 8" 1 6" 3 2" AND PILINGS. SLAB TO BE POURED OVER VAPOR BARRIER SUCH o AS 6 MIL POLYVINYL SHEETS WITH EDGES I LAPPED AND SEALED ALL OVER CLEAN COMPACTED TERMITE 5j" TREATED FILL. SLAB I RECESSED 4" AT BEACH BATH WITH MUD SET SLOPING FLOOR WALL SO WHOLE ROOM ACTS AS SHOWER. SLCTIONS — 58 k.r J I K � T. .S B +19'-3'�ZA — i' • o g„ ._;i1- -- 26 PLANTER AT BASE OF _I WALL- -:CPNTI — —� FOOTING' AS SHOWN —I 111 11– AROUt BASE OF • • • • URVED 8' POURtd >N ° .I 11- 1 I I -- 10-10-17 PLACE CONCRETE WALL PROVIDE ORb VENEER AS SHOWN I- 03-16-18 ALL ALATER WALLJ EXTERIOR- -III—I11— CREATING 12" —_ _ THICKNESS ROVIDE PRECAST CAP - —AT TOP OF WALL -�� 2E'� _I I- • I' � l i I I I I I ARCHITECT AR -0010382 ❑ WALL SECTI❑N I 2'-24„ 2'-0" 5� ATTIC +41'-3 3 4" ^moi A T.O.PLATE T 1X4 VERTICAL FURRING CURVED 2X VERTICAL FURRING LAUNDRY FULL BRICK VENEER FINISHES, SHELVES AND 7 EQUIPMENT TO BE SELECTED BY INTERIOR BRICK TIES DESIGNER AND OWNER 77'7 x it 777X 7777 - ��- T.O.SLAB +19'-3' 4 4 ° 4 THROUGH WALL FLASHING MORTAR FILL •' • =1 I I- =1 I i=1 11=1 I I-1 11= WATERPROOF MEMBRANE TO FOUNDATION ISI—II,--III;I�I_II, FRANGIBLE CONCRETE SLAB I- ,�!! _I-FdIFE, IL 1lI� III;1 1 �I�I II�I16'I-I'1,� �� WALL SECTION ') 10" 11 316 g8" IV 1 11" .Vl•IiP ]lil•➢1V•e `1pCJ1 �IYY'.M�IP1la{Y1�.� ffill. /�[ .c;:: :?"er .:. .... 5 =:. xWMM5 l PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT I I — — �■i SPRAY FOAM INSULATION HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" WITH INTEGRAL THERMAL BARRIER O �S J Q � 111 OD TRANSOM WINDOW CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS _!��►•��M� --, srl h — 2'-1° ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF 111 JAMB TRW POCKET 111• HARDWARE SUPPORT AND VERTICAL 111 • DIMENSION O BE DISCUSSED DINING MATERIALS NOTE 3. WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF — 0 MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL 'k �O FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING " 1 CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF z ALLY 1 111 •1 111• 1 1 • • 1' 1 MAJOR WOOD BEAMS SHINGLE WALL. CURVED BLOCKING TO BE SET OVER � �o N AGAINST WALL MITERS AND STEPS CONTINUOUS WATERPROOF MEMBRANE OVER Y" PLYWOOD 5-1/2" WIDE MINOR WOOD BEAMS METAL FLASHING OVER PVC U � 4' OVER AI!GtE CUT StOCKING ATTACHED TO OFFSET icr WALLS. O � W w DEPTH. SEE" GYPSUM BOARD i IGN 4'-2" BRICK VENEER OVER CMU AND �r DRAWINGS FOR WOOD ABOVE CROWN OVER CEILING 1 X4 VERTICAL FURRING CONCRETE FOUNDATION. ACTUAL TRI DETAIL Q� W N CURVED 2X VERTICAL FURRING �., WATERPROOF MEMBRANE t0" INTERIOR DESIGN DRAWINGS. " � i KITCHEN CONTINUOUS DOWN FACE OF • 4 w i " GYPSUM BOARD ICF AND CONCRETE TO c ?� T.O.PLYWD. FOOTING. u" N11 SHINGLES OVER HORIZONTAL FURRING OVER CURVED BLOCKING OVER MEMBRANE —T.O.SLAB+19'-3" — �� 5t, " PLYWOOD OVER ANGLE CUT BLOCKING co ATTACHED TO OFFSET ICF WALLS. v SAWCUT FRANGIBLE °•< • • • a• I I � I I —III—I I I I __ I --.. .� _— I I, ;I I ,I I ►—III—I ; i1 I I—I � I--► ► ►—I I ISI 1= III III —III—III—I I (—III III-) I I—III—III—I 11 CONCRETE SLAB AT (—III—I I (—I=111 III=1 i (=111—I I—III =111 -1 1 1—I WALKWAY COVERINGO SELECTED I PT BLOCKING ABOVE PVC TRIM =) 1=111 ^, 1=1 I =) I 1=1 I I I III ;iII =I 11= I III- 11 11111 11 11—I I—III—I i—III-1 1-1 1-1 1=111- I=1 I —I 11=I �:-�I 11=III 1 I I—! II=I I I=I I I= I I=I 11=i III1 I -III , ,1 I I -I ► I-III=III-;III-III_-� � I--1 I !�I I I- • 3' y �J DRAINAGE CHANNELS BETWEEN VERTICAL FURRING CONTINUOUSLY OPEN DOWN FACE OF MEMBRANE SHINGLES OVER HORIZONTAL 1X4 FURRING OVER VERTICAL 1X4 FURRING " OVER WATERPROOF MEMBRANE OVER ICF ' 1X4 VERTICAL FURRING CURVED 2X VERTICAL FURRING LAUNDRY FULL BRICK VENEER FINISHES, SHELVES AND 7 EQUIPMENT TO BE SELECTED BY INTERIOR BRICK TIES DESIGNER AND OWNER 77'7 x it 777X 7777 - ��- T.O.SLAB +19'-3' 4 4 ° 4 THROUGH WALL FLASHING MORTAR FILL •' • =1 I I- =1 I i=1 11=1 I I-1 11= WATERPROOF MEMBRANE TO FOUNDATION ISI—II,--III;I�I_II, FRANGIBLE CONCRETE SLAB I- ,�!! _I-FdIFE, IL 1lI� III;1 1 �I�I II�I16'I-I'1,� �� WALL SECTION ') 10" 11 316 g8" IV 1 11" .Vl•IiP ]lil•➢1V•e `1pCJ1 �IYY'.M�IP1la{Y1�.� ffill. /�[ .c;:: :?"er .:. .... 5 =:. xWMM5 l ��a9,'i••cs I I — — �■i SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O �S J Q � 111 OD TRANSOM WINDOW { _!��►•��M� --, srl h — 2'-1° 0 111 JAMB TRW POCKET 111• HARDWARE SUPPORT AND VERTICAL 111 • DIMENSION O BE DISCUSSED DINING MATERIALS NOTE 3. 00 0 �O " 1 PREFABRICATED WOOD ROOF TRUSSES CROWN TYPI ALLY 1 111 •1 111• 1 1 • • 1' 1 MAJOR WOOD BEAMS � �o N 2 4 -- — 2' 0 _ 12 - - — -- -- 5- +41'-3 �p SHINGLE WALL BEYOND METAL FLASHING UNDER TOP TWO SHAKES TURNS UP WALL AND IS COUNTER FLASHED AGAINST CONTINUOUS CT5 WALL MEMBRANE -DAR SHAKE ROOF OVER CEDAR ON FACE OF ICF. UNDER ALL BREATHER VENTILATING FABRIC SHAKES ROOFING MEMBRANE ALSO R SELF -ADHERING WATERPROOF TURNS UP FACE OF WALL UNDER ROOFING MEMBRANE OVER %" FLASHING. XTERIOR GRADE PLYWOOD OVER - PREFABRICATED WOOD ROOF TRUSSES SUPPORTED AT LOWER CONTINUOUS ICF WALL REINFORCED PLATE AND LEDGERS AT INSET AS CONCRETE BEAM SPANNING WALL, WALL OPENING BELOW - - I 'EN CELL POLYURETHANE SPRAY ---- -- --- --- FOAM INSULATION. — — — —,0+31 1 1 3/4' I 2'-2�• _- 2'-0" 4 y PVC TRIM WHITE PAINT 1X6 T&G SOFFIT OVER 2X4 OUTLOOKERS SISTERED TO PREFABRICATED WOOD TRUSS CEDAR SHINGLE WALL CLADDING OVER SLICKER CLASSIC VENTILATING FABRIC OVER HORIZONTAL 1X4 PT WD FURRING AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT WD FURRING AT 24" CENTERS ATTACHED TO VINYL STRIPS EMBEDDED AT ICF WALL THROUGH WATERPROOF ;�-� ter-"-- -- --- ATTIC 1 T.O.PLATE 2 — 22 2' 0„ o� TH 1 , -I —rte-- ----- - I I I•1• SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O �S J Q j PLANE AT ICF WALL. SEE { FT o — 2'-1° 0 c KITCHEN CABINETS NTS MATERIALS NOTE 3. 00 0 �O " 1 PREFABRICATED WOOD ROOF TRUSSES CROWN TYPI ALLY 1 � MAJOR WOOD BEAMS � �o N AGAINST WALL MITERS AND STEPS 5-1/2" WIDE MINOR WOOD BEAMS METAL FLASHING OVER PVC U � 4' OUT WITH JAMB O � W w DEPTH. SEE" GYPSUM BOARD INTERIOR DE IGN BRICK VENEER OVER CMU AND DRAWINGS FOR WOOD ABOVE CROWN OVER CEILING CONCRETE FOUNDATION. ACTUAL TRI DETAIL Q� W N AND DECORATIVE BEAMS. SEE WATERPROOF MEMBRANE INTERIOR DESIGN DRAWINGS. " � i KITCHEN CONTINUOUS DOWN FACE OF • 4 w � O N a ti w Z A• " GYPSUM BOARD 00 MEMBRANE CREATING DRAINAGE I I OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O J Q j PLANE AT ICF WALL. SEE { w� o 0 KITCHEN CABINETS f--{ MATERIALS NOTE 3. 00 0 --� I- _ MEMBRANE CREATING DRAINAGE I I OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O J Q j PLANE AT ICF WALL. SEE { w� 00 KITCHEN CABINETS f--{ MATERIALS NOTE 3. �O PREFABRICATED WOOD ROOF TRUSSES MINIMAL SHINGLE FLARE OVER: � �o N METAL FLASHING OVER PVC U � O � W w TRIM AT TOP OF THIN CUT BRICK VENEER OVER CMU AND To CONCRETE FOUNDATION. Q� W N WATERPROOF MEMBRANE � W o o CONTINUOUS DOWN FACE OF • 4 w � O N a ti w Z A• ICF AND CONCRETE TO ?� FOOTING. u" N11 —T.O.SLAB+19'-3" — �� 5t, v SAWCUT FRANGIBLE °•< • • • a• I I � I I —III—I I I I __ I --.. .� _— I I, ;I I ,I I ►—III—I ; i1 I I—I � I--► ► ►—I I ISI 1= III III —III—III—I I (—III III-) I I—III—III—I 11 CONCRETE SLAB AT (—III—I I (—I=111 III=1 i (=111—I I—III =111 -1 1 1—I WALKWAY COVERINGO SELECTED I I =) 1=111 ^, 1=1 I =) I 1=1 I I I III ;iII =I 11= I III- 11 11111 11 11—I I—III—I i—III-1 1-1 1-1 1=111- I=1 I —I 11=I �:-�I 11=III 1 I I—! II=I I I=I I I= I I=I 11=i III1 I -III , ,1 I I -I ► I-III=III-;III-III_-� � I--1 I !�I I I- �� -;__I�—I ; i Ii 11-=I =—I I I=1 I I-1I°� a 161 11=i 11=1 I I 1=1 I I—,1 1=1 I I -I I I-1 1=1 11=1 _I i I-1—iII__ - -- ° 4 ° ° WALL ECTI❑N WALL SECTION _IN w va i `0 4 4 2'-1" a 7,7 77 - a PREFORMED CEDAR RIDGE CAP TO ALLOW VENTING OF CEDAR BREATHER FABRIC BENEATH ROOF SHINGLES FIXED SELF FLASHING SKYLIGHT I PAINTED WOOD Z. 3'-O" 1'-6" 1'-6" SHAFT AT $KYLIGHT PREFABRICATED WOOD ROOF GYPSUM BOARD OVER TRUSSES WOOD GIRDER TRUSSES 77 n I x4 � 4 X ° 0 ' I I : X, r • I Q Z" 3, 0" 4'-131" — BATH GALLERY CASED OPENING BEYOND TRIM PROFILES PER INTERIOR ,DESINGER j ' � I GYP. BD \ — _ OVER \\ 2X4 STUD _- WALL 8 or 3' 0,� i � I I OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O J Q j { 8 or 3' 0,� i V L II I OPEN CELL POLYURETHANE 8 or 3' 0,� i m V L II OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O J Q I w� 00 f--{ �O PREFABRICATED WOOD ROOF TRUSSES � �o N W U � O � W w Q� W N � W o o • 4 w � O N a ti w Z A• N11 m �\ V L II OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER O J Q I w� f--{ Uw PREFABRICATED WOOD ROOF TRUSSES N O �\ II \\1 I FLOORING TO BE SELECTE OVER %" T&G PLYWOOD OVER WOOD FLOOR TRUSSES. CONSIDER MINERAL WOOL SOUND INSULATION AT UNDERSIDE OF PLYWOOD M. LOS " GYP. BD OVER 2X4 STUD WALL 3" 6' 12 8" 16 32" WALL SECTIONS 2 00 D ETAIL ATTIC LIT.O.P1 ATE MASTER BATH 2 PVC S�OFFT U ------------ L 1-711 M w 91„ e 8" 9�" SHOP CUT TO SHAPE 4 F-100 U OVER PLYWOOD AT GABLE , 4 8. '[2� OCCURS EITHER SIDE OF x CENTRAL WINDOW AND x DECORATIVE PVC PANEL, Vft . . , W WATERPROOF M RANE Q • PVC SOFFT � U OVER CDX Ku: DOD o TALLER THANTYPICAL MASTER TRIM T Top OF WALL BATH DETAIL s STENCIL CUT OUT OF Y2" WOO) TRUSS � � O PVC SHEET PAINTED WHITE a w Ij SET OVER Y2" PVC SHEET 1X4 VERTICAL PTF RRING PAINTED BLUE OVER PT FURRING LAID OUT FOR 1X4 HORIZCNlAL PT SHINGLE APPLICATION OVER FL RRING LIQUID APPLIED WATERPROOFING OVER FULL SHEET )F BLUE CDX PLYWOOD OVER WOOD PAINTED J" PV SHEET FRAMING. ARCHITECT TO PROVIDE DWG FILE OF STENCIL CUT SHEET OF WHITE STENCIL PATTERN TO PAINTED j- Pvll SHEETSUPPLIER FOR SHOP T CUTTING OF PVC SHEET. ATTIC PVC DECORATIVE PANEL BLUE PAINTED SILL TIN 2X FRAMED IN 2X PVC ALL PVC PICTUR-- -RAME AROUND WITH BLUE PAINTED SILL PIECE AT METAL FLASHING OVERRVT TRIM BOTTOM OF PANEL, SET ONTO CAT 5 MI7M3RANE AND SEALED TO MI �IV13RANE GAP ABOVE FLASHING WITH FAS FLASH FOR DRAINAGE +41'-3 3/4" T.O.PLATE TLLER THAN TYPICAL TRIMAT TOP OF WALL MA lSTER 2 00 D ETAIL ATTIC LIT.O.P1 ATE MASTER BATH 2 PVC S�OFFT U ------------ L 1-711 M w 91„ e 8" 21)1 ol 2 SHOP CUT TO SHAPE 4 F-100 U OVER PLYWOOD AT GABLE 2 00 D ETAIL ATTIC LIT.O.P1 ATE MASTER BATH 2 PVC S�OFFT U ------------ L 1-711 M w DECORATIVE PVC BEAM TYPICAL SHINGLES OVER F 110 SHOP CUT TO SHAPE 3 OW SHOWN. SEE SHEET 6.1 FOR OR DETAIL IL U OVER PLYWOOD AT GABLE 121 ATTIC PVC DETAIL I c \N L? N 2! v i A < 00 %J 1.4 L K L* 40 Ln IN T.O.PLAT E Ln —1011,1 7- ""Z JAM B CD DETAIL NNE lowsm- 11 1 -I II I I I i I 2\ � I I I I w 51 2 Fol WALL SECTION 3 6 12" 8 16" 32�" WALL SECTIONS wblo.� 10-10-17 03-16-18 dR--',1010382 oc TYPICAL SHINGLES OVER F 110 FURRING OVER MEMBRANE U OVER PLYWOOD AT GABLE AND OVER ICF BELOW. TH OCCURS EITHER SIDE OF x CENTRAL WINDOW AND T. 0. P LL -AT EA DECORATIVE PVC PANEL, 0 1.4 . . W W Q • U � � U � U W o TALLER THANTYPICAL MASTER TRIM T Top OF WALL BATH DETAIL s � � O O a w DETAIL I c \N L? N 2! v i A < 00 %J 1.4 L K L* 40 Ln IN T.O.PLAT E Ln —1011,1 7- ""Z JAM B CD DETAIL NNE lowsm- 11 1 -I II I I I i I 2\ � I I I I w 51 2 Fol WALL SECTION 3 6 12" 8 16" 32�" WALL SECTIONS wblo.� 10-10-17 03-16-18 dR--',1010382 oc 110 U 0 1.4 . . W W Q • U � � U � U W o � � � O O a w DETAIL I c \N L? N 2! v i A < 00 %J 1.4 L K L* 40 Ln IN T.O.PLAT E Ln —1011,1 7- ""Z JAM B CD DETAIL NNE lowsm- 11 1 -I II I I I i I 2\ � I I I I w 51 2 Fol WALL SECTION 3 6 12" 8 16" 32�" WALL SECTIONS wblo.� 10-10-17 03-16-18 dR--',1010382 OMO p N d. M 00 u �w U ti Q H p W V 1 0 Ll ww �w N O O O X WALL SECTI❑N O O O O O - O O O O O O O 3„ 6„ 12 „ O 4" 8" 16 32" WALL k ! Y' r SECTIONS 29 -WALL SECTI❑N 10-10-17 4° W III 03-16-18 --1 1 1 III I-� �_I I=III-111=1 1=i=1 I -I WALL Sl CTI ❑ N --- _ =1 11=1 11=1 I I I 1=1 11=1 I I II I1 11=1 1 11 11=1 I I _i I1 I - WALL SECTI ED- N - - II- �Ilul��-� I� lil !I�-�� I) I- 1- III-� --i I 1 -- -_ A �(;�ITEc- AR -001036; WQ O QQfP4 o Z ---------- '-4" 71-7M 2'-0" W V L O — — — — — WALL SECTI❑N — — — — AL1 SEE-TrnN HH WALL SECTI❑N JJ WALL SECTI❑N II /ALL SECTI❑N 011 M� U U W W w N O 2'-8° 3" 6" 12" - -- -- -- -- -- -- - -- - -- -- - 8„ 16„ 32„ WALL SECTIONS KK WALL SECTI❑N 3000 EE WALL SECTI❑N WALL SECTI❑N - _ - -- 10-10-17 03-16-18 WALL SECTI❑N � `,.�UU - c� cll� 00 171 "c �00 t _ 8—Z 11 �9 l 11 �8 �0� 11 l 11 11 l 11 �� 11 11 l l z FTI u��o� Q w l� W l� r, I LnKX3 a N a \ II00 - fs, �(6 Y i T �,I 04 I i cc I r-11 , - r N �� AOP Vl 01 l H Z_ Q N W ¢C> o w o tI I� W>m�Xp Q = O Jm Q N � O w U III—III--! 2 > N C) Q Z 0 W¢ Q I —III-- Z3 J Z_ ¢ 3' ��Li m�QO�WW O=ff Q Z N CD I W Q3V' m�g WW _ "�-� ( l 8 GG _ W UN WUx (n= OO w a U W Z O O w Z w U w m Z- (n - Z W Q w Q cm W Z- (.J Q O w �L.i w 1/�' CC /Z lJ (n 1-.' W Q (n H m W F- O J N O 0 a (r Q} (n H Q U W W O U p ,Lj w W CJS W¢ p O W o"0—t:Z~-Uo C.1 J W Z F- W W U Q n UU W S O p �z� I C-1 Z ow¢ o S d = J p J J l Y( n U = Z _.- _e _ W N % -Z<x K (+-� O d 0- z (n Q w m m >wz X0¢3 ISI (/ ¢ Q CJ N � > / o 1..� H Z o0 ¢ W W' (n g Z ?: C'_' t Iy W' S d' f- (V O O~ U O w¢ � 0 o N w 'i' Z L`' ¢ x cJ Z O _ F- n. J a. W > O = N w d W o w¢ co U O = cn 3 O C 3 N S o W w m (D z m 0- 0 m Q¢ --- --- L N Z w J H O s .-m, (n Q w U S N d N N Q O Q Z (n w O O L�a ¢� 3_- U O - W U - V1 - d 3 N O w Z O r- F- L i O> Z w (!) x Z O O O Q w Y 3 U Q O> U O N s O� o Z �+pO 1- W O C D m o C' -1 m Z s l z O ��N O r o¢ x ¢ c n O W Q U~ :M,=, o O U 3 O Z __ f..l.., j...�..� LD = OO¢ O X .--- Z X II!^14wU u/ O Z U ..~-. _ 2 W J p S 1- Q W C N W W W' JZZIwi Z Z 2 < O 4 a r-Ow C7 W F- J o2N W Q~ W' 4a� N O p O W �w �f-� J d Q k- W trZ O 4 F- m� U Z UOZ > W- Z W C�� J m w EZ O Q re -... Q Z p O N UU' �N O-�m !-m >qj W QE> 00 L. taJQO¢JO =O w SI-Sw�� Q W H�0�U H->¢CZ� a W H��-- CJ W o d 0- V) m W U §r Cn C7N'S 4.Hd Ln 033¢aw NNN -N:�m:� m H3Q U NNN -d _ O x U ow N c� I + _ -) m p S U• pcl- -I 1_-= �m aw a 4° � � i III ww0 po N oV) pQ ZZ ��9 l-b „8 „S-,Z£ „9 t- „8-,Ol -III w J w W N o - W W �'I �/ • U4Uw--+w 3 p NU j�O d s K _ LL J K !] > p p o I W �O III O • OR W WW ~ W w C, _ �7 __ l, }- I J O O d p W J U Z Z Z W UEC) wp Q o = O Z o� c/-) Q o • -III =LII- O 0 � UM 11 I ! I y- I I ISI I I 043 w O ! (I ! ISI IIII J I III_III CD ;III ! I O • � Q I � I I—III- „l I I —1 . ., •, � I � � �! I � � -- — -- ! 1 01 „21 a I _III-1 z UzdUm_ r-Oo �� '.iii I �I I— I- " 17 8 1 6 32 7f V I _ m co �=a�w oom p U9� w cl,W II �z�� VmU vQ3 (gyp ew W- (n - \ _ • uJ m O� pN O¢ ¢2 - I I—III— :- x~� �4n U �7 Z �!I 1~ c� z ---I SII �i W N ��p ¢ t0 p Z w I- J O W O 2N X J z �W O m W 1- W O z g> n. n. > W =CL i.'-I O ZOO U(n w N� N wo- O O = z `,a. O ¢ mV-�N z • -I ( �CC O O -� z J p Q m� in I I--i I) _ �II WALL ' _ a p l- w 0 (n W Cn OO O S O s 3 V (n Q O O 3 J O d I.. I �" 3 H ¢ U d m Z Z¢ Z U Z p Z W p m 0� ZmQ O� O 3 O¢ X W i"' pp Sr S Z ¢ Jd(nw44 YU mow Owp�pw��m�-OOUmw O s W w z� �mr=ow W Uw _ ..• �- _ I I I SECTIONS 3 0 U w�dw W � O .il Ew0 N O= ¢Z V ZZww�p ¢ Ow p w U w lvJ= o m w O J W O O w xF Z Z O W O _ d' OO wOO Um �C Z- Z O ¢J W I - _ O - C ¢ O w W Z F- m Cn w OW W O 0 Ow d W X Q O F- O a H Z O p -.j N j I n J W OKJ a¢ x l=� _ w o N Z_ (n NO d' mN W W �' O Z Z Q �ZJ Sx0 W W JOQ J �] W' Q O 1- Z N w ¢ "' 1~ N O J C.JZ wZOOz U S U R W Z �F- >U• Z Q O a w w Q O d S m _ W W W F- f- 0 w p Z V7 I�. O r- S p C7 C7 m Q O W 2 Z W W F- W (n Z m a I I—I I I-_I I I- > F- = Q ~ Q o f n J w d 1- K O U W S O m w i f' 7 10 F- J 0 ¢ Q wd m Z W d 0 (n w O W d d. W (n w Z L+� m m Q �w _ W I- K 3 0 N Z r- o u x U, N �- z 3 d a-I U O$ Z J W 7 .03 41 Z w 0 p W (n = Z n o¢ Z Q= Z (^ I p d? O ¢ w Z O w V d U 3 Z W d O U W pQ OU m Q~ o U i o w �sl n. N U w w F- ¢¢ w V J- " I °' N O3 !n i' O U z 3 i- w W N m= + I--- I- V V O Q W i Z 0 fn V~Y N J '. c- W �i c m¢ �d m J J O m W p S W=> s W W (n (n Z N m C7 O N J W w.ml d X m J O Z F- U O K Q Ki III U• W O �_ U 3 N Q O -J m z !- O I- I I I I, + Q o z Z 3 2 U !- S o wNww o JPO Zw> F -- d H Z Z O O C.7 Y = J 2 w U Z Q O O �2(n� Z W m o z m N �` -, 6 W Z Z N W W' Q F- Q '�- l' L Or- O �3 0 ¢a W W Z Z O x + l clL� ZO Jw arj2 O = N a �- H N w Q O (n K 'I Z Y p UW CD o W QO�CGOQ�Z IZ- W 3 m Z f III--III 01 �� CL Z U ��'� W N- Y m ¢� (n d O `' Ol�'"1NpZ i-�(`.i d' w p _, O w Oo3v=i�~wcn U m W U. Q W i[ U OZ�O�� W 3 p w (� \,{ I� J lYY �Z�Cj� W CJ w Q w> O Q U MZ Q O O �� _ O �i W C7 V ' fn w 1- => V) N S S H �-- �� 3N��o¢30� w0z¢vxJ 2 O N X S ?' W Z Q J �i J Q 0 J N H Z S m a>- m O¢ QJ O O Y S w JOpr¢w�N J F- Z Z Q O O LJ d (n N W Z Q J N- W I.,_ lfnJ O Z Z W Z p (n U z tai O O Z J Z U K O r �+ �- O O m u I % m o¢z i= J U W W op N- w y p O w Z J Z U� ar 3=00 -- _ _ I�)-HI I ! — _ 1. c�„ I Cc y(+� J V l,J y x O° O U (n� W_ p� K W U, r? _ O Op `S ti tL,I H II Q J d O m Z XzOZ00 .- S -> (n Z W d' Z¢ W' d. Z p H U F- W U m d' Cn i J W OU dQ W s� Z�Q�- O� W w W J O> Q 1- > LJ O O O Q� J W> (n Q Q U odcJcnoxc?acJ3om�oQ_cJw3 F- 0 Q W U O 2' Q J W U li �' J Z W W Qm(n-�- m = w J O !- J m 4- W 41 U o o w Q W J O Z 1- W O d' J U S W Q N d mN W ¢ZNZ W O „ 9 Iii 'I O p O 3 1- U N W' W W OOKK Q m W J O Z F- J C� m (n Z W SeONQIn r-ON co '/�, L- _ I--I I I=I - 3001 >w�o o cn`�N`m�03¢�3vJi(nnM=M U) C) �I (=noon >cJQ�� _ _.._..... N� ,: a v=iaa8 =III=1 . - _. _. ��ZOQ� OZ =,f 3- �3 U 8 -�C, W O�a-E L S - " (—I---� 9L z � 9l z O z o Q w w . r � x Z - W ��, ,� .,�,;, _ v10-10-17 - - - -- � -It — U N -- -_ L" _ J I } rn t -, _ .. cl w -.�:. !nT!!nn ZZII a orn R Q zNQ - --1I 03-1 6— 18 --loo �U� p Q z ° - � f cwt �� , „ ., ,• — a4 I x tf I f „g-, l ti „�-,8 �•V V . - -- ! . $: f' z p OI-� -O > O trOCJ d U Q r:� L :lr z: x,a �. r: �S �, :s. �1 -,x�.S Zli� W Z o I�U�>Za�zwU I o 0 JOf-OHO w 3 d p 0 �_ r w ��O Wc��(n a3 O F-ZZ000 JPO �Qp O= Q --Z O O 3 .> N w Y � m d W o w .�~¢�Oxr- J Lal W O T ¢ 2 W -� W= J N WmOJ 1_ W �m n J Z UWS d W �JJ d Q w z QZO oQF= OJZ � z O O ¢�(=n o 3� 8 S Z (n N QN~ 5� cc G _r-Y�N i „9-,Z � (n ti •i� ll-- O��Z �•l" tl _ --- _ i 8-� z >¢ `t 3 3 >° o <r Z z p p m 3 SII _:� w O -u, Q t oo I� cD r-r<< �¢ p O i N Z CD ��zo III—III—III—a I1 I . 1 i7 )� (_ x z a I=III=1 L.. rt Q m Q__ Z J z III=1 I II I=IAR-1o32 ARCITECT k ;fir o pp o p w �=3�p�� I�III-111_111 4– Icr- 3� � NC>3� �� • -- I- XMI MARK WIDTH HEIGHT STYLE 1. MATERIAL 01 PR 2'-8" 8'-0" HINGED - DOUBLE -2 GLASS PANEL SOLID CORE WOOD/GLASS 02 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 03 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 04 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 05 PR 3'-0" 8'-0" POCKET - DOUBLE SOLID CORE WOOD 06 PR 2'-6" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 07 PR 2'-6" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 08 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 09 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 10 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 11 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 12 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 13 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 14 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 15 3'-0" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD 16 4 @ 2'-0" 8'-0" BIFOLD-POCKET - DOUBLE- 2 PANEL 1-3/32" SOLID CORE WOOD 17 PR 1'-3" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD 18 2'-8" 8'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS 19 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD 20 2'-8" 6'-0" HINGED - SINGLE - FENCE GATE SAPELE MAHOGANY 21 4'-4" 8'-8" CASED OPENING 8'-0" FIBERGLASS CLAD WOOD/GLASS -- DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 GENERAL NOTES: 1. SECOND FLOOR FIRST FLOOR WINDOW SCHEDULE DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. SCHEDULE ° o O W w Q h --a Q� W Q a/ a U W w �� Q w o Q o N W Q N N Q O W N O FIRST FLOOR DOOR SCHEDULE STYLE EXTERIOR COLOR INTERIOR FINISH GLAZING HARDWARE SWING REMARKS BOOTHBAY GRAY BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE OIL RUBBED BRONZE FINISH RIGHT - BOOTHBAY GRAY -- - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH RIGHT - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH LEFT -- - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH NA WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH RIGHT - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH LEFT - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH LEFT -- - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH NA HAFELE-HAWA-FOLDING CONCEPTA-25- HARDWARE - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH NA -- 2'-6" WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH LEFT -- - BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH RIGHT -- BOOTHBAY GRAY -- -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH RIGHT -- -- -- -- -- NA -- DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 GENERAL NOTES: 1. SECOND FLOOR FIRST FLOOR WINDOW SCHEDULE DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. SCHEDULE 2. MARK WIDTH HEIGHT RISE STYLE HEAD HT SILL HT MATERIAL EXT COLOR INT FINISH SWING GLAZING 30 2'-8" 8'-0" HARDWARE REMARKS 1 5'-4" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 2 3'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 3 3'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" OIL FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 4 6'-4" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" RUBBED FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 5 5'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" BRONZE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT FRAMELESS PIVOTING GLASS -- 6 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" 36 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMP T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 7 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" 3'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMP T -- 8 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" 8'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA,T OIL COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 9 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" HINGED - DOUBLE -2 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMP T -- 10 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMP T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 11 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMP T -- 12 5'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" DOUBLE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 13 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" SOLID FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 14 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" CORE WOOD FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 15 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 16 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" BOOTHBAY FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 17 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" GRAY -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 18 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" 5'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 19 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" FINISH FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 20 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 21 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" 11IGHT FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 22 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" LEFT -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 23 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 24 5'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" 55 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T -- 25 3'-0" 5'-0" NA CASEMENT 10'-O" 5'-0" 8'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 26 3'-6" 5'-6" NA DOUBLE HUNG 12'-6 3/4" 7'-0 3/4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPA T COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 27 2'-8" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" FIBERGLASS PAINTED WOOD WHITE WHITE COASTAL PACKAGE -OIL -- BRONZE FINISH LEFT -- -- SOLID WOOD PANEL INSTEAD OF GLASS 28 2'-8" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" -- PAINTED WOOD WHITE WHITE WHITE RIGHT -- -- 2'-8" 8'-0" HINGED - SINGLE -2 -- SOLID WOOD PANEL INSTEAD OF GLASS 29 1 3'-0" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE ALUMINUM/GLASS LEFT -- -- PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE -- SOLID WOOD PANEL INSTEAD OF GLASS 30 4'-6" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" BRONZE PAINTED WOOD WHITE WHITE PR 3'-0" 8'-0" CLEAR FIBERGLASS CLAD WOOD/GLASS WHITE -- 31 6'-0" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" 63 PAINTED WOOD WHITE WHITE FIBERGLASS CLAD WOOD/GLASS CLEAR WHITE -- COASTAL -- 32 4'-6" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE WHITE WHITE CLEAR COASTAL PACKAGE -OIL RUBBED -- 33 3'-2" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE - CLEAR - -- 34 1 2'-8" 1 1'-8" 1 NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" -- PAINTED WOOD WHITE WHITE CLEAR -- -- DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 GENERAL NOTES: 1. SECOND FLOOR DOOR SCHEDULE SECOND DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. SCHEDULE 2. MARK WIDTH HEIGHT STYLE MARK MATERIAL EXTERIOR COLOR INTERIOR FINISH GLAZING STYLE HEAD HT HARDWARE INSTALLED PER MANUFACTURER RECOMMENDATIONS. SWING REMARKS 30 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- Q OIL RUBBED BRONZE FINISH A4 LEFT -- 31 2'-6" 8'-0" CASED OPENING LOW -E, LIGHT. -- -- -- -- 41 3'-0" 5'-6" -- HUNG ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN NA -- 32 2'-6" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- INSULATED, OIL RUBBED BRONZE FINISH 42 LEFT -- 33 PR 1'-6" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH INSULATED, NA -- 34 2'-6" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 2'-6" OIL RUBBED BRONZE FINISH WHITE RIGHT -- 35 2'-4" 8'-0" SHOWER SINGLE IMPACT FRAMELESS PIVOTING GLASS -- -- -- 3'-0" MATCH SHOWER VALVE FINISH HUNG RIGHT -- 36 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- LOW -E, OIL RUBBED BRONZE FINISH LEFT -- 37 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WOOD/GLASS OIL RUBBED BRONZE FINISH LOW -E, RIGHT -- 38 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH WOOD/GLASS LEFT -- 39 PR 2'-0" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 3'-0" OIL RUBBED BRONZE FINISH NA -- 40 PR 2'-0" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- IMPACT OIL RUBBED BRONZE FINISH 4'-0" NA -- 41 3'-0" 8'-0" CASED OPENING 2'-6" FIBERGLASS -- -- -- -- TINTED "TURTLE GLASS," LOW -E, -- IMPACT STAINLESS NA -- 42 3'-0" 8'-0" CASED OPENING DOUBLE HUNG -- -- -- -- CLAD WOOD/GLASS WHITE -- TINTED "TURTLE GLASS," NA -- 43 PR 2'-6" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 8'-0" OIL RUBBED BRONZE FINISH CLAD NA -- 44 PR 2'-4" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 51 OIL RUBBED BRONZE FINISH 8'-0" NA -- 45 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- INSULATED, OIL RUBBED BRONZE FINISH 52 LEFT -- 46 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH INSULATED, LEFT -- 47 2'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 2'-6" OIL RUBBED BRONZE FINISH WHITE RIGHT -- 48 2'-6" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 5'-6" OIL RUBBED BRONZE FINISH 2'-6" LEFT -- 49 2'-6" 8'-0" SHOWER SINGLE WHITE FRAMELESS PIVOTING GLASS -- -- -- IMPACT MATCH SHOWER VALVE FINISH LEFT -- 50 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH INSULATED, LEFT -- 51 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 3'-6" OIL RUBBED BRONZE FINISH 11IGHT -- 52 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 4'-6" OIL RUBBED BRONZE FINISH 3'-6" LEFT -- 53 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- STAINLESS OIL RUBBED BRONZE FINISH 5'-6" RIGHT -- 54 2'-8" 8'-0" CASED OPENING FIBERGLASS CLAD -- -- -- -- GLASS," LOW -E, INSULATED, -- STAINLESS STEEL NA -- 55 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- FIBERGLASS OIL RUBBED BRONZE FINISH TINTED "TURTLE RIGHT -- 56 2'-4" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- HUNG OIL RUBBED BRONZE FINISH FIBERGLASS LEFT -- 57 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH HUNG RIGHT -- 58 2'-6" 8'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE PAINTED WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH LEFT -- 59 2'-6" 8'-0" SHOWER SINGLE 5'-0" FRAMELESS PIVOTING GLASS -- -- -- MATCH SHOWER VALVE FINISH WHITE RIGHT -- 60 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- SKYLIGHT OIL RUBBED BRONZE FINISH ALUMINUM/GLASS LEFT -- 61 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 62 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 63 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 64 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 65 3'-6" 8'-0" CASED OPENING -- -- -- - - NA 67 3'-0" 9'-4" CASED OPENING -- -- -- -- -- NA -- 68 4'-4" 8'-8" CASED OPENING -- -- -- -- - NA DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 GENERAL NOTES: 1. ALL EXTERIOR DOOR AND WINDOW UNITS SHALL BE "FLORIDA CERTIFIED" AND MEET THE SECOND DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. SCHEDULE 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL WALL OPENINGS SHALL BE MARK SIZED TO ACCOMMODATE THE ACTUAL SIZE OF SELECTED DOOR AND WINDOW UNITS TO BE HEIGHT STYLE HEAD HT SILL INSTALLED PER MANUFACTURER RECOMMENDATIONS. MATERIAL EXTERIOR COLOR INTERIOR FINISH 3. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RATED PER THE FLORIDA BUILDING HARDWARE REMARKS CODE. ALL EXTERIOR DOOR AND WINDOW GLAZING SHALL BE TINTED "TURTLE GLASS" AS PART 3'-6" 5'-6" Q HUNG OF AN INSULATED UNIT WITH LOW -E PROPERTIES. THE GLAZING SHALL PROHIBIT ANY 2'-6" W A4 WOOD/GLASS INTERIOR -TO-EXTERIOR VISIBLE LIGHT TRANSMITTANCE IN EXCESS OF 45% OF THE INTERIOR WHITE TINTED "TURTLE O LOW -E, LIGHT. IMPACT Z STEEL 41 3'-0" 5'-6" DOUBLE HUNG ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN W4. 2'-6" � FIBERGLASS THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE WALL SECTIONS FOR WOOD/GLASS WHITE U TINTED "TURTLE SUGGESTED INSTALLATION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO LOW -E, INSULATED, IMPACT STAINLESS SET INTO PLASTIC OR COPPER SILL PANS WITH CLOSED END AND BACK DAMS SET INTO A 42 3'-0" 5'-6" SEALANT BED AT THE RECESSED CONCRETE OR PLYWOOD FLOOR, IF INSTALLER PREFERS A HUNG 8'-0" 2'-6" DIFFERENT METHOD OF INSTALLATION, CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO FIBERGLASS CLAD WOOD/GLASS WHITE INSTALLATION. TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT Z � � 5. DOOR AND WINDOW MANUFACTURERS ARE TO PROVIDE ARCHITECT WITH SHOP DRAWINGS OF 5'-6" N Q 8'-0" PROPOSED UNITS PRIOR TO ORDER. NOTE THAT SOME SCHEDULED UNIT SIZES MAY NEED TO 2'-6" FIBERGLASS CLAD CHANGE TO ACCOMMODATE STRUCTURAL REQUIREMENTS OR FIELD CONDITIONS. WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL O 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT STYLE HEAD HT SILL HT MATERIAL EXTERIOR COLOR INTERIOR FINISH GLAZING HARDWARE REMARKS 40 3'-6" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 41 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 42 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 43 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 44 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 45 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 46 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL EMERGENCY ESCAPE 47 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 48 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 49 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 50 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 51 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 52 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 53 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 54 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 55 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 56 3'-0" 4'-6" DOUBLE HUNG 8'-0" 3'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 57 3'-0" 4'-6" DOUBLE HUNG 8'-0" 3'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 58 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 59 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 60 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 61 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 62 3'-0" 5'-0" DOUBLE HUNG INTERIOR 8'-0" 3'-0" WOOD WHITE WHITE CLEAR TEMPERED -- 63 3'-10" 1'-10" SKYLIGHT 1 1/2" 15'- ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 64 3'-10" 1'-10" SKYLIGHT 17'-2 1 -4 1/2" ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 65 37-10" 1'-10" SKYLIGHT 1 1/2" 15'- ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 JAMES V1 DUPREE id ARCHITECT AR -0010382 VIEW FROM STREET DOWN DRIVEWAY O IEW FROM DRIVEWAY TO MAIN HOUSE VIEW FROM DRIVEWAY TO GARDEN VIEW FROM SOUTH a, -= I NOTE: ALL PERSPECIIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. T m now ONO R • W w WQ QQL Wcv o W N now R • EXTERIOR PERSPECTIVE VIEWS 32 03-16-18 JAMES �E'E'ill� ARCHITECT AR -0010382 Jt AERIAL VIEW FROM NORTHWEST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM EAST PORCH TO POOL AERIAL VIEW FROM SOUTHEAST �$ �; mow• .. oc M a IY Y� 110 t �o o �Q NH w �o Ww dU �w w W ca �U N O F --I PLO 71 AERIAL VIEW FROM NORTHWEST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM EAST PORCH TO POOL AERIAL VIEW FROM SOUTHEAST �$ �; mow• .. oc M a IY Y� VIEW FROM GARDEN TO DRIVEWAY AERIAL VIEW FROM SOUTHWEST oc M a IY Y� 110 t �o VIEW FROM GARDEN TO DRIVEWAY AERIAL VIEW FROM SOUTHWEST w oc M a 110 �o o �Q NH w �o Ww dU �w w W ca �U N O F --I PLO w o �Q w �o Ww dU �w w W ca �U N O EXTERIOR PERSPECTIVE VIEWS 33 10-13-17 03-16-18 _S W UP EE III ARCHITECT ;AR-`'W,387,e f/ VIEW FROM FOYER TO SOUTHWEST VIEW FROM KITCHEN TO NORTHEAST VIEW FROM KITCHEN TO SOUTHEAST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. n�n pa looll, VIEW FROM LIVING TO NORTHWEST VIEW FROM DINING TO KITCHEN VIEW IN DINING TOWARDS KITCHEN Y r --i m �w w Was F w� w N¢ �a H 0 W 01 VIEW FROM KITCHEN TO SOUTHEAST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. n�n pa looll, VIEW FROM LIVING TO NORTHWEST VIEW FROM DINING TO KITCHEN VIEW IN DINING TOWARDS KITCHEN w o r --i �o Ww �w w Was w� w N¢ �a H 0 W ti w Z a w o �o Ww �w w Was w� w N¢ �a H 0 � INTERIOR PERSPECTIVE VIEWS 34 10-13-17 03-16-18 J ES W DUPREE Ili RC� Mid AR --0010382 -- 4. :N3N3N3N3r#3n=uiT..lr..- fill ll `�I min I-_- •• I I i111S113N3113N11 t .` 'r r r ar xNa11r11a11r11rNr �- Ir_�1!- I!allallrllrrl IP1/3110113N41111 311341 �-113��n`11311w/Ir1#r11r11S,!_`-1- �� _�n � - - '' ` � f _ !,_ ___� - a r yr rI.rIY4.:��rill '�.// •IYS:.• II 11 _ � , i.rrruwrrrurllan3na-ru3r#3113N:/ r I -.. _ �� • • �..:_:�._._.:..�.____....-� -■,., rUallr11r1/r11ri1311011311_r 1311-�- 01731 � - � �-�" I I�iII�j�.rrj U`IIr1131P1101131P113113113/1;' - - 11 .n..111rT►� _ lily iri�� _�, I r s _ s �I r a Ila r r ill r tri r r - rltrl r a tall r r 1 r1 r r Ir � r Irl 11 r r .erli0- - r ill - Ilr Ir 1 r Irl 11 _ _ iia rN tri � r a4 r r - r � ra/Ir/1r11r11r113aH311CI131 r r �-Ileus=i31/r/1r1131/31/- - �`11`iar_r4_IIw41r-r4rC11r-rl - e1311311r "'• •g� y. ..alri II IIIIrllaur1131431131r31PN3N0N�'I. IIPuTflr•14rNa11rN "• r r a iii Ilallrflr a a r 1311ri1Y• 'ill ILilll I • • ', • ' "f''-: -'. Irl/r11r11r11w1r3N_Nallrll Ilrtlrllrllrr _ r r r r w r rru3lrrurllallrNrNr11r1/rN Lx11r11w11rNr suru_Nr/1.11_11►/131101 - - r a r r 3N3113�1- _ r Ir11r11r11 / ./rrllrllrlir .a 1ri1r#rrlrr#Ir#la _ 11anrN3u.-rn3 _ - - - � _ �n r11r/1'iriuru31131r311311.11 :N.-,-• IN3n:fIr3N3#r- - - r _ �=u3 �t :n3N3N3 - - r _ ,r NanrrtaNrnaN-rrur#IrN3ir,�rnrr � I . � ' �/i►`� tittle r r a � ururN_Nri#rrirr43# - - � .13 - � � I/ru311rur113#1011311,-xN3N- 13N31i131131 = °rnror�lanrue•:�13N3n- - r uruwur11r11r11rN0113r r r L Irllr IIr113110N0/1 � L>r' L [ rrr Ir r rr r rr r IIr11rN311rna11Cii:-.-x/31131131 Irllall 1131 i1�tIr113113rIGN311- �r_Iir11w11r11r1r-x11311311311- „31/C1131ra-Ia113113N �L :11a/1311wi131r_16eNrli Nr11r11priel--' r r r _ • • - �� < ,� % - - - - - - r - -�ai.1/ 11: N3N3NrurnrN3uCN3uwn . IC11311311311rIr3110N311_ r11r11r113113N3N31101 - ' - e'.►, e-.113r1311rllrllrll a r a �-113I10U� IN311311011011011: Ilallrllwllrll_Ilrrl_IIr11r113/1011 r xI _ - r IN Sol tall4r11311CrIr1ir113113113113113113A:.-x113 - r r r311r11C113Nr11rN311 r11r113i1CIPl131P1131131131131II, .e •, h :Ii31131t3i131131t3113r1rr11311r1I:/- a rr r -r„ a r r r r - .,.IIaI1r11 IIrI1r11311311311311311rN- 11.11.11 11 Iiw1131i3N.-r1 - r a-IIr1131131131rCNl-ill- _ r r- . r r r r r. 1NoINC INwl,7-1Ne 1ri13N31r314Crir Ilalfrllr1101 - - r r r r11rL3/1311- - r a r 1_11:nr/lrl r a r r rl#�il�11r11 •Ilr11r11r11r11 11 II�/ �•• ■� - . r a w r Irriri4rl#r#1rN31/ari43r43r - ■rr_u3N3u3u3 - r ` ` - - - - _ r r s-° 7rOrIC!II�N�N �d=ri IrrNruru3uai'4/3110C10113r1.-.t1!'i's11rlLiru �/rualrrr wNrrN3Ni-r - - I rlr-Ilrlrrllrtlrllrllrllatlr11r11r--t I�"11'•1131r3NnN3N3113NCu31i- _uslr_n-.rr.rN3n�u_'U3NZN= 11"'Ir 'Ii311rilair3u=N3NCrIia1,r11rOrN3u:n3u3n' N:rN3u31 +► 9 I ■ .ri..N-IL.rr- Ir�i1�1131131131t ,r1�ir1�'rrrr :,1-,r _ �IIC41311311w _ rNritri4px a r r r s s r .� r r- _ _ 410N34i311a#rrlt - IIr11r11rNalr Nr11r1111/- � �-_-=Ne,.N..110110I1CIi0N:. I0N9101131 11 Nr11- 021939311311311 "�� 1, l ►� ,:. .,c +� _ _ :113110N3110110113NCrr313r13110.-t �� ■■► I ..,. •;� _.,:, -- - x4 -n MINIMUM M- :/#3N31131P1/3113N 311131/3113110 100 - 'IIT _- 1�-=- =11-I 111, 11 111! N 11w IIr11r11311r ME ,r �r 3 :1131r3Ir=lr=lr1131431-13113// - 13urNrurNrrrrnrN-N31i3nr-ru��' �, �� 11•:113N31101101f3/�3Irlrl/rlrr .• � ! ��/ ! �3113/`13113113/tL/1 1131431L:/1 _ t:' ? I Nil - li >�- �II1. 1111 --- .9_9_90 I'• �'_-'�i � I_I = - � /�E�� N+ � '� �_-1:,.;.1111 ,r ,r rr 1101/r41r11r�Ir11C113113� _--i � �_I ! nrnrnru-Nrnrurn3ir3N3N "' r� � � f .11311311x-r11rIr0i13N3N9110N3113/- -7 ME � !II I ,r r � Ilrllrllrllrll'L-Ilrllr4l. � I •r4aliatlr 13 - _ _ �' ' � a r , �, �� 1111 IIi�G�Illil - 1 P1131131131/0r13ti31r3 r 3 - • ' ' ':• ` I _= _- _ _ -� �� 11 �131gi! :14:1#31Prr3N3rt3N3N31r3N3#4_ , . � ,�r- ',•� - � �".a� �� i � �� Irllrllr 13x1-11-11_11-11-Ilrl_I N j)I�!� '�` � 913113#1311311-11-113x11311-ilrllr ' 'i a- 5 � 101x311_-11311./1r/Irllrllr/lrllall � I�1L�i.��li��tflt ` ; _ :1131/x113/139-11-IPiP113113113'-.1� � � -' � jI►V/ Y 13n3u3N3N3ri3ti31i3u3N3N3N. :n3nmr3umr.I13n31i31i-n-u- � ' P113110N011311�r43113rx3 -` 0113931 ' _"'" :1111311311: 1131,311311311x11:##/#� 1 - 13N3/1311011311011.:N0113113r13 :113113113i13113143i43ii3IrO113r1�xyl � ,'-%��--� lr�y� -•-'i � I �:� w � � ��._=,�Wlll€�5�� -- PIi311311311-11-11-11-1131131139, • =••-- I ' �l .-��.rr..r..+•►+,�r�.., r+s-r.n L..�! II i,; / 0 I :113r13110113113113110113r11C11311e-. 4 I � r _ 1r11r11.113 - _ - I I� I II /rI1x11rN011CIr3U311 , �� i _rii ___--- j :90110113113113113113/10/13113110 �„r-='�.�e_.�grl,� -- �, 61 ;--- �. - - , y � � _� - - • ' � i♦ �� vrfl� �'�fC,a�'r �rtl�[��Iki � � 11��1� ��Ili�:'lr��l - - - - I�IL► rprllr �!� rlll,e a CN311:N3N3N3N3N3N3n 3rr:u3 ter; �� •� ` �.-`�` '►,� d� Ij I , :ri-113113rt01P113113113113113113 � � �� 1.... ��'�1r1 �� l!/�� - � ��.!�� -•• � ,� �'��%I�►� � �� "Ci ala-elNr-.N.'.1Ni1�131N3rrP1#I�Irr31Ni�� 1 UrIxrl4r II r p rrr`-113#13113r13113x13#PII. I , �- I _ � ► f - , /, . Ix1/r4131#31101r3113113iP113113 - -!t • �-1 �� Irxu3u3113N0x131x3N31x3#r04r34i ' � :� :' E--• lily �Il�il�', \� ` �' _ / -.'�'0 (� :IIr11r113I131PN3Nr-x1x31i3N0113'- LI ��; , 13113#10113rP113UCN_4x-Ixruru ��_--_ 4 11_1��_ Il elf] C I ;! _SII IIS iii lIle!�!� _ r . I __-r_-. i1r3143N01i311311011011311a11 H _ - i�►r�r�rriiorr« Irllx/Ixr1011r11rI1r11r11r11r11x11 V II I 1113110i101P113/13113I13113N0113 �- ' I��'� ' 13N01101P4r3113ii3443N311011Gr# ax 111 yi0N3N393r10xmu3ri-irn-N3 � , , , ■- `�. 10110115'11311011314311311311x-rO,-x11:.- -� .� r11a11rIrw1P1/311311311311311r11r: 131134131101P93110Ix3N3N3r40r1 , , ,-. -_SEE �-- 7x3113ri3rr0413 - r x ! -----� r - 'r' ;.r aii�n.«o.� _ ,�. L► -� Ir9r4/ri1r143N3x-�r`II`il3u3x113''- , �-_ 1.�3nt Li..�' :.I ,tLtLh ,' /'' �� r�ll,-. �1■ _ 7x3113/10/10113110110113113110111=1. '-_�` �-� �� ■ I�Ilrur11r1131/CN01101r3#x3113111 , , , , .-------� - r ----- r r r r r r r Ia11a11rllr#1r11rNxx1Crx3N31131C , `_-------� r ---MEN ME ---- 1131r34131#-N-IP/I-11-11311-11-Il- --- rME 131101101131i0110N34#,a13r10r10111 . , I +__--�---� - �r3r4=It3n3u3n3N3n3n3N3N�] � �_nru3N3#ran_ ir11011rx/13110/13N3113 _ - 3 /3113110113113113110. ---------------- --- �� 11C1101x3113110IP11.:11�110 1i0411'Ir'i'I , 1-__�II0NCN0n0N0NCn311D. �.-INOIr3N31101i0N3ri31i� u -N -n u u N Nrtrl aN:n.rt3�ISN■N-11211 : ii■■�1'iii�liili'i■s�ili�i�/ i i�ill�ii 113u0fl3113113113113r10i1311r-/131 I� „1#011011- `-113110/1011 aIle•11r11e-Jrx-JISr4Cxr3#I-113O311i I , ' Ira /313 ►-i�-U0N I U31131131101101/31PIP113r131�3I Ij'I■ , :N3113NIT.113n3N-1112-11-11.91 , , , .011/1-rll 11' I13N0 . l31r01101i31i"ii-1#-11_11-N3N31' � 1 , riC11-110-4101P# lir AN s ` - ` ` If I , ' 13umile i3n3 _II-ll_N3N31PIi31r3N0i1311] 1110113NG 1131/.1' 3ui3110110i43N3N3ri3N3ri3ii3N3] 13NI l2if 3u3110113N311-113r13113113N1 !Irl rrrrur "rrerurnanxs.rrnxrrrr•xn 101101►, ir311311sf uw/1x/1a11r11w113�13113113N3 - ' ' IIr11r11 .r11r11r11r// - r s a'� tr----_-+.��-.-.-._-- ....-.� Irrn_u .0 .. I�_41.' r Zen=- a r r r r Ilxll_t13N011 /13N3113r10xN� �Iri�;n3n 3u,.n-x-n-ri3n-n0 rrN""r 0 -� r �I . r r r r "r r- iiI_- " !_1 ii`-# 3 rEIN_Iir11r14r14r1i. 109r1L11a11 r113113••pNa-x1.-'131 [ wllxur11101131131P1t0�13N�110113113110111=1p=N- - -- rrr hitt°-Nr Nru-11ruCN_N. w113113N311-/ 19•' r 11"11311rIC:1131P _ x r x r rxl -�'[ar #1 11413N0110N112I 11:' r110113113/13�% ��NI'_ 13113i13113IP113110x11t.-x11�aI �II�IfOxlx�!II�.IP/1�N'#ri1 .III�i11�I1P#O�i`111`111`111-rll=�'ll 31P110r13N=""' fit, .711' IPIPII"1131131101Pr113110113113113 IIr11r11ri1xJ1 1/3113 I,�) .�-1�_14011011011011� 11011CIr�•- I, 63113110Ii3N3II3110/�131101_101L:IPII�r11..411 rl 111 �111�1:111GIII�.ILLt1� (1111.111 Il�lrl� O 5�1�Il�rll� I��D� O 01x" t[ 1393x'/14"N-r1131rr r r r a - r r r r r• r r a r ® 13uC�'G113113113113110411�110111��1�11'rr'1I 0111r110t1101NP4� IICIICIICxN3110i1 '#311IIi.�r111=i1 Nr!.11rx1'I113110113/1311-Nx/lrlirl# #�r4Ia9rNa-I _ - Irrr-aax.._--___ - r r liar- �Ir�N31I3N�rr�..�.■�: rw_.._ - - - - s 9`y1E L)Cy/ * Kk• •'r -.y Wildlife Lighting Q�1fE I # ° Certification Number Lighting m o Corti r ` 2017-011 , w 2017-011 The L -014-S is a wall -mounted brass downli9 ht. ownfi9ht . Construction All brass components Construction All brass components, 0.140" [3.6mm] thick brass housings. Lens Tempered soda lime ass. Lenses Tempered soda lime glass. andard): Brass canopy mounts onto brass crossbar Mounting Round Canopy (standard): Brass canopy mounts- and 4.0" octagonal / - onto brass crossbar (included). Crossbar fits over 3.0" 0.5" 11.4cm] '+ c and 4.0" octagonal / round and single gang rectangular mounts over 3.0" oct igonal / round box only. T recessed boxes. sformer required GROOVED FOR Square Canopy (optional substitution): Two-part canopy GU5.3 LED, SW -A -NFL 5 W HEAT DISSIPATION Voltage: 12 Volts AC. Remote transformer required. ALL FIXTURES TO BE LED AS PRACTICAL T mounts over 3.0" octagonal / round box only. L -011 -CM -230V 230 Volts 2.1" [5.2cm] [- Mounting: Suitable for outside recessed wall mounting only, in both I F 0 2.4.16.Ocm] MR16 LED. GU10 5Wa Amber 25- narrow flood combustible and non-combustible applications. A 3" di- v cm) Square brass canopy. Mounts ameter x 4.5" deep [7.6cm x 11.4cm] hole is required. A " octagonal / round junction box only Optical - BGS Brass glare shield, 45° cutoff spacer is included for this purpose. glare shield, full cutoff with weep hole 1 Voltage / Lamp Options _ HL1 Hone comb louver, 118" [3mm] thick HL2 Hone comb louver, 114" [6mm] thick BGSF accessory -PR Prism Itic spread lens Lamps: iear spread lens 12V Remote transformer required. lens Finish: Unfinished is standard; no specification 1 MR16 LED is natural with brass and copper. G ident upon climate and proximity to -r--+� MR16 LED, GU5.3 3W LED RED ❑RANGE Cree chipset, GU5.3 _ 5WA-NFL 5 Watt Amber 25° narrow flood 5.9" field -rotatable 6.9 [17.5cm] LIGHTING, STOCK NUMBER, 6.9" Weight: 3.1 lbs. [1A kg] Cree chipset -5W-A-NFL 5WattAmber 25' narrow flood[14.9cm] ' Amber(1500K) CSA Listed, file #190030 10 year fixture wananty [17.5cm] Amber (1500K) MADE IN USA i J Project .44 ing purposes, please specify (example: L -011 -CM -120V -5W -A -NFL -SQ -BGS) L -011 -CM- 120V -5W -A -NFL- FR Fixture 4 CEILING 9EACHSIDE LIGHTING -800-405-6732 w 9eachluaLighting-m 041201/ Finish: Unfinished is standard; no specification required. The fixture will L -011 -CM -120V -5W -A -NFL -FR a 120V 1230V weather to a natural patina. The patina process is natural with brass and copper. - 1 WALL -MOUNT Rate of patina and eventual color is dependent upon climate and proximity to MR16 LED, GU10 BRACKET the ocean. Thus, Beachside does not guarantee any specific appearance. ABOVE DOOR Cree chipset _ SW -A -NFL 5 Watt Amber 25° narrow flood 0 2.4" [6.Ocm] - - Amber(1500K) 03" x 4.5" COPPER TUBING SHINGLE Mounting -SCI 3.5" (9cm) Square canopy substitution for (2) HOLES EACH IN BACK AND COVERED WALL Accessory standard round canopy L -014-S L -014-S with _ SQ canopy and Optical -FR Frosted lens (standard) KP accessory Accessories __ HLt Honeycomb louver, 118" [3mm] thick _ HL2 Honeycomb louver, 1/4" [6mm] thick KP Extended 1" snoot -PR Prismatic spread lens -- 3.7" [9.3cm] -.1 3.6" [9.2cm] --I -RT Rectilinear spread lens SL Solite lens Finish: Unfinished is standard; no specification required. The fixture will weather to a natural patina. The patina process is natural with brass and copper. 0 5.0" 3.5" Rate of patina and eventual color is dependent upon climate and proximity to [12.7cm] [8.9em] the ocean. Thus, Beachside does not guarantee any specific appearance. IP66 CSA Listed, file #190030 10 year fixture warranty 3 year warranty on MR16 LED lamps MADE IN USA Project By Date For ordering purposes, please specify (example: L -014 -S -120V -5W -A -NFL -SQ -FR) L -014-S - 120 - 5W -A -NFL- - FR Fixture Voltage Lamp Accessory(ies) BEACHSIDE LIGHTING •900-405.6732 L-012 * Kk• O v1E L(Cyr Q�1fE I 'y Wildlife Lighting Lighting m o Corti Certification Number , w 2017-011 #2017-011 r ownfi9ht . Construction All brass components The L-0 12 is a solid brass stoplight with arecessed housing. . Lens Tempered soda lime ass. Construction: Cast brass faceplate. 118" (3mm) thick brass recessed andard): Brass canopy mounts onto brass crossbar housing. and 4.0" octagonal / round and single gang rectangular 1--05.0"[12.7-1 Lens: Tempered soda lime glass. 0.5" 11.4cm] '+ c Lens Choices: -FR Frosted glass mounts over 3.0" oct igonal / round box only. T -RT Rectilinear spread lens sformer required GROOVED FOR L -011 -CM 4.4"(11.3-1 GU5.3 LED, SW -A -NFL 5 W HEAT DISSIPATION Voltage: 12 Volts AC. Remote transformer required. ALL FIXTURES TO BE LED AS PRACTICAL L-011-CM-120V 120 Volts 316 marine grade stainless steel L -011 -CM -230V 230 Volts 2.1" [5.2cm] [- Mounting: Suitable for outside recessed wall mounting only, in both I F 0 2.4.16.Ocm] MR16 LED. GU10 5Wa Amber 25- narrow flood combustible and non-combustible applications. A 3" di- v cm) Square brass canopy. Mounts ameter x 4.5" deep [7.6cm x 11.4cm] hole is required. A " octagonal / round junction box only Optical - BGS Brass glare shield, 45° cutoff spacer is included for this purpose. glare shield, full cutoff with weep hole 1 d lens 8.1"(15.5cmj L•011 -CM with _ HL1 Hone comb louver, 118" [3mm] thick HL2 Hone comb louver, 114" [6mm] thick BGSF accessory -PR Prism Itic spread lens Lamps: iear spread lens SL Solite lens Finish: Unfinished is standard; no specification 1 MR16 LED is natural with brass and copper. G ident upon climate and proximity to -r--+� uarantee any specific appearance. - 3W LED RED ❑RANGE Cree chipset, GU5.3 _ 5WA-NFL 5 Watt Amber 25° narrow flood BELOW WATER SURFACE field -rotatable 6.9 [17.5cm] LIGHTING, STOCK NUMBER, BGS accessory Weight: 3.1 lbs. [1A kg] ' Amber(1500K) CSA Listed, file #190030 10 year fixture wananty ==-u---i MADE IN USA i Wavelength: 585 - 595 nanometers Project .44 ing purposes, please specify (example: L -011 -CM -120V -5W -A -NFL -SQ -BGS) L -011 -CM- 120V -5W -A -NFL- FR Fixture 4 CEILING 9EACHSIDE LIGHTING -800-405-6732 w 9eachluaLighting-m 041201/ Finish: Unfinished is standard; no specification required. The fixture will L -011 -CM -120V -5W -A -NFL -FR a weather to a natural patina. The patina process is natural with brass and copper. - 1 WALL -MOUNT Rate of patina and eventual color is dependent upon climate and proximity to 9'-6' AFF BRACKET the ocean. Thus, Beachside does not guarantee any specific appearance. ABOVE DOOR PVC TRIM IF AT 03" x 4.5" COPPER TUBING SHINGLE (2) HOLES EACH IN BACK AND COVERED WALL SIDE FOR 1/2" CONDUIT _ 02.5" [6.3cm] Weight: 3.7 lbs. [1.7 kgj IF, 66 CSA Listed, file #190030 10 year fixture warranty 3 year warranty on MR16 LED lamps 04.4" [11.1 cm] MADE IN USA L-011 CM LrC�! NUMBER Q�1fE I y Wildlife Lighting m o Corti cation Number: , w 2017-011 The L -011 -CM is a fixed ceiling -mounted ownfi9ht . Construction All brass components 0.140" [3 6mm] thick brass housing. Lens Tempered soda lime ass. Mounting Round Canopy (s andard): Brass canopy mounts onto brass crossbar (included). Crossbar fits over 3.0" and 4.0" octagonal / round and single gang rectangular 1--05.0"[12.7-1 recessed boxes. 0.5" 11.4cm] Square Canopy (opl onal substitution): Two-part canopy mounts over 3.0" oct igonal / round box only. T L -011 -CM 12 Volts, Remote trat sformer required Control Options L -011 -CM 4.4"(11.3-1 GU5.3 LED, SW -A -NFL 5 W A1nti0r ` 25° narruw good Amber (15 0 0K) - Ambe A ALL FIXTURES TO BE LED AS PRACTICAL L-011-CM-120V 120 Volts 316 marine grade stainless steel L -011 -CM -230V 230 Volts Impact Rating IK10 with OptiClear" lens I F 0 2.4.16.Ocm] MR16 LED. GU10 5Wa Amber 25- narrow flood Amber(1500K) -SW-A-NFL Mounting - SQ1 3.5" ( cm) Square brass canopy. Mounts Accessory over " octagonal / round junction box only Optical - BGS Brass glare shield, 45° cutoff Accessories _ BGSF Brass glare shield, full cutoff with weep hole FR Frostf d lens 8.1"(15.5cmj L•011 -CM with _ HL1 Hone comb louver, 118" [3mm] thick HL2 Hone comb louver, 114" [6mm] thick BGSF accessory -PR Prism Itic spread lens _ RT Rectih iear spread lens SL Solite lens Finish: Unfinished is standard; no specification required. The fixture will weather to a natural patina. The patina process is natural with brass and copper. Rate of patina and eventual color is depe ident upon climate and proximity to the ocean. Thus, Beachside does not uarantee any specific appearance. - 3W LED RED ❑RANGE L -011 -CM with BELOW WATER SURFACE field -rotatable 6.9 [17.5cm] LIGHTING, STOCK NUMBER, BGS accessory Weight: 3.1 lbs. [1A kg] IP 66 CSA Listed, file #190030 10 year fixture wananty 3 year warranty on MR16 LED lamps MADE IN USA SURFACE MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE By Date Project For orde ing purposes, please specify (example: L -011 -CM -120V -5W -A -NFL -SQ -BGS) L -011 -CM- 120V -5W -A -NFL- FR Fixture Lamp Accessory(ies) CEILING 9EACHSIDE LIGHTING -800-405-6732 w 9eachluaLighting-m 041201/ 1300 -nt #, 9 San Cands CA 94070 FRE CALL I566-695-5862 US 6 Canada t gAumascaperoro LS33SANS-2LED Swimming Pool Luminaire LUMASCAPE Turtle Friendly FIXTURE TYPE NUMBER HIF B)- V`!J I Wildlife Lighting Certification Number: 2012-001 Intertek The LS333ANS-2LED is a swimmingpool-rated luminaire and one f L m o u asca e's most D p luminaires It -s constructed entirely popular y of 316 marine grade slam ess steel and has a special alignment feature to ensure the beam of fight is parpendlculor to the installation NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN surface, even if the wet niche Is not. The use of LED allows for the creative -introduction of color and improved energy efficiency. /1 Specifications ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA Lamp Source 3 W LED "' FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT ■ Red orange 1620 nm) THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. Approved Use Swimming pools and fountains - wet niche ` zCn Not approved for use in Canada FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR Control Options On-site or factory -programmable brightness NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF IP Rating IP68 to 612 m) ALL FIXTURES TO BE LED AS PRACTICAL Construction 316 marine grade stainless steel LS333ANS-2LED Swimming Poo( Impact Rating IK10 with OptiClear" lens SATISFIED. Standard Inclusions Teflon coated cover screws MicroAntileach'" wire entry BY MECHANICAL SUBCONTRACTOR UNDERWATER POOL LIGHT Thermal cutout NOTE 8 SWITCHES AT OUTLETS CONTROL TOP SOCKET ONLY 16.4'15 m) underwater cord I FIXTURE BY LUMASCAPE Forserva length consun /acrory I -n Remote Transformers Refer to Technical Data section W z Order separately for application specific options a r Waanl Ambient Operating -40'F to 122 °F (-40 °C to +50 °C) Temperature _ f4 Photametrics Refer to wwwiurnascapecom a '$ Any luminaire can become hat take care with appmpnafe use and ' placement 3W LED RED ❑RANGE LS333ANS-2LED 7RO4 F7 3 LAMP r OPTICAL SYSTEM INPUT VOLTAGE 0esedption waea9e Color Code Beam Code Deecripean code LEO 3W Red orange (620 a.) 3804 Narrow I1 ° NR 12-15 y, 60 R, 13"1 Nermw Medium 20° NM '''aaeeiree epu,opia,e uando.rner. Mentum 35° ME Wide 40° w0 Name: Pool Ltafninaire f 7 Catalog Number: LS333ANS-LED Manufacturer: Lumascape USA INC. Required Options: Amber, Orange or- Red LED A Link. http:/.'WWW.ittma5cape.com`/html/LS333AN5-LED-TF.litsT NEW EXTERIOR LIGHT FIXTURES SYMBOL FIXTURE TYPE NUMBER LAMP TYPE I Wildlife Lighting Certification Number: 2012-001 OF FIXTURES �o NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR WITH "TURTLE ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA GLASS" 4T EXTERIOR GLAZING TO LIMIT INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. PER NEC ARTICLE 210-12. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED NQ zCn SURFACE AT STEPS FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR NOTE 5 ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE NOTE 6 ALL FIXTURES TO BE LED AS PRACTICAL CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE SECOND FLOOR WALKING SATISFIED. NOTE 7 MECHANICAL EQUIPMENT LOCATIONS ARE CONCEPTUAL, TO BE CONFIRMED OR MODIFIE BY MECHANICAL SUBCONTRACTOR UNDERWATER POOL LIGHT � NOTE 8 SWITCHES AT OUTLETS CONTROL TOP SOCKET ONLY NEW EXTERIOR LIGHT FIXTURES SYMBOL FIXTURE TYPE NUMBER LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT OF FIXTURES �o RECESSED STEP LIGHT FIXTURE10 w 5W LED AMBER RECESSED AT WALL 2'-0' ABOVE �v Uw BY BEACHSIDE LIGHTING, STOCK W W U FIRST FLOOR WALKING 1 NUMBER, L12 -RT -5W -A -NFL 0"i NQ zCn SURFACE AT STEPS RECESSED STEP LIGHT FIXTURE 5W LED AMBER RECESSED AT WALL 2'-0' ABOVE k2- BY BEACHSIDE LIGHTING, STOCK 3 SECOND FLOOR WALKING 112 - - NUMBER L12 -RT 5W A NF L SURFACE AT BA NY BALCONY � UNDERWATER POOL LIGHT � 3W LED RED ORANGE RECESSED AT WALL BELOW WATER SURFACE ® FIXTURE BY LUMASCAPE 5 I -n OF MAIN POOL W z LIGHTING, STOCK NUMBER, LS333ANS-2LED-3804-WD-13 ® UNDERWATER PO❑L LIGHT FIXTURE BY LUMASCAPE 3 3W LED RED ❑RANGE RECESSED B❑TTOM ❑F LOWER POOL BELOW WATER SURFACE LIGHTING, STOCK NUMBER, LS333ANS-21ED-3R04-WD-13 Q SURFACE MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE 5 GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD SURFACE MOUNTED AT 11'6' AFF LIGHTING, STOCK NO, CEILING L -011 -CM -120V -5W -A -NFL -FR WALL MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE 1 GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD WALL MOUNTED 9'-6' AFF ABOVE DOOR LIGHTING, STOCK NO, L -014 -120V -5W -A -NFL -FR w M a IC IN 00 o �o w Ww rD �v Uw W W U 0 0"i NQ zCn W w QU l� PLO WF -.IUB W� Q`n��wcv I � Y---1 0 � F••t C) M-1 7 1 w I -n W z a w o �o w Ww �v Uw w W ca NQ H N 7)� W E S 40 89 16 SITE LIGHTING PLAN AND EXTERIOR FIXTURE TYPE, 35 10-12-17 03-12-18 E ARCHITECT a CA O 00 FLOOR OUTLETS SET INTO SLAB DIRECTLY UNDER ORNAMENTAL LIGHT FIXTURES AT CENTER OF CEILING COFFEF�. O WI r_--- . --_ __— TRASH SHOWER0808 OUTLET RECESSED AT TOP OF MANTLELL It STOOP _._ i - HVAC HVAC A.H. 6'-9" — — �� w 14 A.H.- -I GW lil 1.1 J r4 J Q W W � -- '. Fc i I W GFCI 2 OVp > , lJiYiiiWvi -- -- R�d- � � --- - __ _ --- db ;. �, L.. �-� RILL / // / ---- - -- ---- . •' I G I D _ __ ___ ' ` ( I I � z'-b° PANTRY illll III I I I III I I � � � I I i � ,/// // //�/ // // /// // //j/ / / O o � O h o E . H III V I U L E LAUNDRY II I H/ A -- - !I I I _ IIIA l i - SII I I II II I I I - - II----- II I -II I I I / I _ - ____- III I /// /// /� // %% /% /%F,.. /// j /// //// j ///// j// / j//� ///// o <C ti w W a cFcl I ! I I I I I I I III I I� 1 I ///j/j// jj// / j / // / / // // �C / / /KITCHEN G CE LE I P . -__- - -- ' GFCI. GFCI GFCI G C ELEV. 1� � ;-- _ _ (�(- _ I- I J _ _ // / / //. //,/ /// / / // / / / // // /j /// j // // / //// I - - CLOSET X tl I - I p /I I I - - I I - - - - - I I - ------- ITL I I� ----- / / ' / / /// / ///////// //'LL I I e-= D _ _ I _ e - I _ _ _ STAIR _ _ _-- 3 I 4 4 Y = =� - - -- = M- �'T 4 s I I I Y SIN III I ! ; ! � I / / / // / // // / LL - NO OUTLETS SHOWN IN - I i M I I I I / I / III N `, I I / // // / / / /// // // / // // / / / // BEACH BATH BECAUSE ( I ENTIRE ROOM IS TREATED I I AS A SHOWER. DISCUSS SAFETY AND PRACTICAL _ I I I / I � � f - (I I' I / rt I I I NEEDS WITH ELECTRICIAN AND OWNER = II - �.- - - - - I I I I I I i _ I - I I� I I I I I / ! I III I I /-C4 ! it / / / Coon TO FIXTURE AT GUEST HOUSE i i II _ To BE IIS I I _ I i I j— I 11 I I I I I I i _ _ I I I I - - I I I I - I I I III// I I I- -/ - I I / /// /// /// // /// /j%/ / / / / / / // / / // / // �/ I \III SELECTED I _ III �_®_ � T Y I II F YER I I I II.I I .., _ / = _ = = = � I I I I III i I III II � EAST I II PORCH /// /// j// / / / // // / / // / / / / / // // /// // // // / // // / ILL 0 C IIII - I I PORCH _,q _ _ __ _ Tv 1 / // / / / / q / // / j/ / // �O TO PENDANT FIXTURES AT _ VAULTED i ! - - - - - _ - _ _..._ - i- _ - CEILING OVER I i I G P - - - / G P ,�- � � \ i I �, i^_ = - — — = -- = GWP - - - - - - / j///////�///�///�//// ///�// STAIR. N II D G� SII I II // /// // /// /// // SOU H W - - I I III �A ll � � I I III SO THE ST it PORCH i III II III i N P I I, — Lj lit / /// /j / FLOOR OUTLET SET INTO SLAB DIREC L1vUNDER LIGHT FIXTURE N ELECTRICALL Electrical Requirements for Elevator Machinery Space (by G.C. / Owner/ Other) THE INFORMATION CONTAINED HEREIN IS SOLELY OWNED BY RESIDENTIAL ELEVATORS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, W E INC. IS STRICTLY PROHIBITED. ELECTRICAL PANEL ® 4" DOWN LIGHT- HAZE A REFLECTOR PAR20-39W WET LOCATION EXTERIOR STEP SURFA CEILING' Light GFI Land base Light Power - 120 V Main Power - 240 V Fixture Outlet House Phone Line 20 Amp Circuit 30 Amp Circuit 8 with Wall pigtail (10 Ft. min.) (See Note 2) (See Note 1 ) Switch S GAS TANKLESS _ E MOUNTED WATER HEATER ® FIXTURE � ELECTRICAL METER *�--/IVIETER 4" DOWN LIGHT- CLEAR LENS — @ Al LIGHT ^ `t Q DUPLEX OUTLET PAR20-39W- DAMP LOCATION �� POOL WALL LIGHT P SMOKE DETECTOR AND CARBON MONOXIDE WIRED W/ BATTERY � HVAC COMPRESSOR HVAC COMPR. Elevator Cab Pigtail MIN V DUPLEX UNDER COUNTER AUC DUPLEX GFCI �GFCf 5 DOWN LIGHT- HAZE CONE B REFLECTOR PAR30-60W POOL BOTTOM LIGHTn BACKUP-ALL UNITS ALARM AS AS IT ON CONCRETE PAD ONE-MOUNTED CEILING OR Elevator Controller DUPLEX GCFI WATERPROOF � WP 4" LOW VOLTAGE ART LIGHT C � EXTERIOR WALL SCONCE � AT WALL 4" BELOW CEILING TELEPHONE OUTLET / TEL (with integral AC disconnects) 6" 6" QUADROPLEX OUTLET � 35W MR16 w ° s FIRST FLOOR FLOOR OUTLET O 220 VOLT OUTLET 240V 4" LOW VOLTAGE ELBOW C 1 FOR ART, SLOPED CEILING LOW VOLTAGE TRANSFORMER ❑ POSSIBLE LOCATIONS SHOWN BEST LOCATIONS TO BE WET L LIGHT MOUNTED CATION EXTERIOR LED FIXTURE SURFACE O AT SOFFIT DATA CONNECTION SPEAKERS MOUNTED TO 4oc ®))1 " w u r e p ELECTRICAL JUNCTION BOX J❑ 2 LIGHT DIRECTIONAL LIGHT— j C2 DETERMINED BY ELECTRICIAN OR RECESSED AT CEILING / G r i PLAN JUNCTION BOX FOR TV J❑ V INCLUDES CABLE AND DATA 4' LOW VOLTAGE DIRECTIONAL � C3 SHOWER TRIM DAMP LOCATION AND ARCHITECT TOGETHER INTERIOR WALL SCONCE F0 CEILIN FAN GARAGE DOOR OPENER WITH LIGHT FIXTURE �T GD SMOKE DETECTO BACKUP c c d Traveling Cable �° to Elevator Cab 36 220 VOLT JUNCTION BOX J❑ 240V LED UNDER CABINET � l_ WALL MOUNTED 4 IRRIGATION CONTROLS OUTLET IRR DIRECTIONAL MR16 SPOT INTERIOR PENDANT FIXTURE - I—HVAC 2 OV CONCEPTUALAIR HANDLER IN �LOCAIC TION LA_".- J E HOOD IHTS E E I I WALL SWITCH 3 WAY WALL SWITCH $3 EXHAUST FAN SILENT 80 CFM E ❑ INTEGRAL DOWNL GEXHAUST �TH -H AIR HANDLER W/ 240V CIRCUIT AHC 4" x 4" Junction 4 WAY WALL SWITCH $4 6" DOWN LIGHT SLOPED S CEILING 60W PAR 30 / DOOR ACTIVATED LIGHT FIXTURE MOUNTED AT BACKSIDE OF HEADER AUTO FOLDI STAIR MATIC ELECTRIC /l G ATTIC ACCESS ' ASS WITH ATTIC LIGHT Boxes Mounted to By General Contractor/ Owner Machine Room Wall 10-12-17 REMOTE SWITCH �R LED STRIP LIGHT WET LOCATION ABOVE Each home elevator requires five (5) items from your Electrician and Telecommunications Contractor(s). DISPOSAL SWITCH �DISP 3I LOW VOLTAGE TRIM FOR © NICHES They are as follows: 03-12-18 1. Main Power - 240 V 10/3 with Ground (min. 6") Pigtail connected to house 30 Amp dedicated circuit NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT NOTE 4: GLASS" A 45% WITHIN ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR EXTERIOR GLAZING TO LIMIT INSIDE-TO-OUTSIDE LIGHT TRANSMITTANCE THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. WITH "TURTLE TO 2. Cab Light Power' - 12/2 with Ground (min. 6") Pigtail connected to house 20 Amp dedicated circuit 3. One (1) GFI Outlet. 4. One (1) Light Fixture (with protective cover over bulb) with wall switch. PER NEC ARTICLE 210-12. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE NOTE 5: SSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. 5. One (1) Live/ Land Phone Line with pigtail (10'-0" Min.) PLEASE BE ADVISED THAT POWER ON THE 240 V LINE MUST BEA 10-3 WIRE WITH A GROUND AND INSURE THERE IS A DEDICATED NEUTRAL TO THE UNIT. -JAMES `�v DUfZR�l I NOTE 2: LAYOUT LINES GENERALLY REFERENCE CEILING BAY, NEARBY WINDOW, DOOR OR THE CENTER OF WALL SEGMENT. TECHNICAL REQUIREMENTS Of THE COMMISSION STANDARDS ARE NOTE 6: ALL FIXTURES TO BE LED AS PRACTICAL Explanation: The 240 V feed should have a black, red, white and ground wire coming to the machine room. All electrical contractors will have full knowledge of this requirement. AR HIT T AR=G01.038? SATISFIED. NOTE 7: MODIFIED MECHANICAL EQUIPMENT LOCATIONS BY MECHANICAL SUBCONTRACTOR ARE CONCEPTUAL, TO BE CONFIRMED OR Simply insure they are aware of the requirement. Black and red are powered with 120 V, each totaling 240 V. White is neutral. Ground to ground standard. Also, standard telephone line should be pulled to machine room with approximately ten feet extra length inside machine room. If further explanation or clarification is needed NOTE 8: SWITCHES AT OUTLETS CONTROL TOP SOCKET ONLY please contact your local sales representative. Residential Elevators Inc. Toll Free 1-800-832-2004 AUTOMATIC ELECTRIC FOLDING ATTIC STAIR CONSIDER CHASE AT CLOSET TO BE SELECTED ROOF BELOW BELOW AS REQUIRED ROOF BELOW II I xm CLOSET CLOSET p_ rn i E7 * IT -0 , ,� I CLOSE I GWR III OFFICE OFFICE VESTIBULE -A- - A A - A HALL GFCI \. GFCI % - — — E�wzcl�)BATH , LINEN 1 I ` it ti i II D �� I III — — --' —I it — OFFICE CLOSET 4'-10y" 2'-sy" _ — _ \ wV �LEV. VE I --___ ------ SHO _ — - - ,� -- - i �� — — — — — — �a — — — — — — jGF — _ In, cFcl HVAC vA 2 BEDROOM 1 I� Ei LINEN A. H. \ I I SHOULD • POWERED r. q•••:: j`� SEPARATELY TO LOWER FOR LAMP -CHANGING/TO SWITCH AT I� BASE OF STAIR s _ II' ELECTRICAL LEGEND r-7" I LEV. i I — — — — –GALLERY _ — — — -- VE I I I v VESTI U I TI U TV S — — — — TV J I I it B LCONY i I o M II I I+ -- -- ---- i P j VAC -I ( I I ---j --- NI HE - - M. CLOSET M. CLOSET I V 5sT. \ \ MASTER BEDROOM./ I I VESCLOSE I " - - A " � 0W A A.1FIVAC n 3-4 -4" 3-4 F�-�-�- _ JAIN- I— _ 1- oy" M. SHOWER o A Ni RY o E TV I j��---I---- B i8Y2" A- C3 E C3 _ A - - i I ___ Li I I�� WC _ i II N � GFCI LFCI / II i i I / M. VEST. 2 VFC g]�'GFC II I i \ II BATH 2— N. \ \ I GWP '� cFcl M. BATH GFCI b TWO TANKLESS WATER HEATERS —7 INSTALLED IN ATTIC ATTACHED TO VERTICAL WALLS OF SKYLIGHT SHAFTS ELECTRICAL PANEL E=. --NW O 4" DOWN LIGHT— HAZE REFLECTOR PAR20-39W A WET LOCATION EXTERIOR STEP LIGHT SURFACE MOUNTED CEILING FIXTURE GAS WATER TANKLESS HEATER ELECTRICAL METER G.P. F.P. 5/27/16 CHANGEWIDTH G.P.M.C. 01/08/04 NEWDRAWING �Q w �o Ww G.P. 10/09/09 INCREASE WIDTH 1/2" CIA METER 4" DOWN LIGHT— CLEAR LENS@ Al ca FINISHED NQ 20" W x 20" H x 6" D G.P. 6/02/10 ADD LLH DESIGNATION DUPLEX OUTLET G.P. F.P. 02/08/11 CHANGE RUNNING CLEARANCE - PAR20-39W- DAMP LOCATION OSHAFT (46-1/2" MIN.) POOL WALL LIGHT ® SMOKE AND CARBON MONOXIDE MAXIUM } HVAC TO THE TOP OF NOTES: (34" MIN.) PLATFORM THE CONTROLLER) DETECTOR WIRED W/ BATTERY HVA COMPRESSOR COMPR. MIN. DUPLEX UNDER COUNTER AUC 5" DOWN LIGHT- HAZE CONE O B ON CONCRETE PAD DUPLEX GFCI GFCI REFLECTOR PAR30-60W POOL BOTTOM LIGHT O BACKUP -ALL UNITS ALARM AS Ot 220 V, 2 POLE, SINGLE PHASE, FUSED DISCONNECT U ' O O O CAR TO WALL (CTDIMENSION IS 3" MIN. W) ELECTRICAL LEGEND r-7" I LEV. i I — — — — –GALLERY _ — — — -- VE I I I v VESTI U I TI U TV S — — — — TV J I I it B LCONY i I o M II I I+ -- -- ---- i P j VAC -I ( I I ---j --- NI HE - - M. CLOSET M. CLOSET I V 5sT. \ \ MASTER BEDROOM./ I I VESCLOSE I " - - A " � 0W A A.1FIVAC n 3-4 -4" 3-4 F�-�-�- _ JAIN- I— _ 1- oy" M. SHOWER o A Ni RY o E TV I j��---I---- B i8Y2" A- C3 E C3 _ A - - i I ___ Li I I�� WC _ i II N � GFCI LFCI / II i i I / M. VEST. 2 VFC g]�'GFC II I i \ II BATH 2— N. \ \ I GWP '� cFcl M. BATH GFCI b TWO TANKLESS WATER HEATERS —7 INSTALLED IN ATTIC ATTACHED TO VERTICAL WALLS OF SKYLIGHT SHAFTS ELECTRICAL PANEL E=. --NW O 4" DOWN LIGHT— HAZE REFLECTOR PAR20-39W A WET LOCATION EXTERIOR STEP LIGHT SURFACE MOUNTED CEILING FIXTURE GAS WATER TANKLESS HEATER ELECTRICAL METER G.P. F.P. 5/27/16 CHANGEWIDTH G.P.M.C. 01/08/04 NEWDRAWING �Q w �o Ww G.P. 10/09/09 INCREASE WIDTH 1/2" CIA METER 4" DOWN LIGHT— CLEAR LENS@ Al ca FINISHED NQ 20" W x 20" H x 6" D G.P. 6/02/10 ADD LLH DESIGNATION DUPLEX OUTLET G.P. F.P. 02/08/11 CHANGE RUNNING CLEARANCE - PAR20-39W- DAMP LOCATION OSHAFT (46-1/2" MIN.) POOL WALL LIGHT ® SMOKE AND CARBON MONOXIDE MAXIUM HVAC TO THE TOP OF NOTES: (34" MIN.) PLATFORM THE CONTROLLER) DETECTOR WIRED W/ BATTERY HVA COMPRESSOR COMPR. MIN. DUPLEX UNDER COUNTER AUC 5" DOWN LIGHT- HAZE CONE O B ON CONCRETE PAD DUPLEX GFCI GFCI REFLECTOR PAR30-60W POOL BOTTOM LIGHT O BACKUP -ALL UNITS ALARM AS Ot 220 V, 2 POLE, SINGLE PHASE, FUSED DISCONNECT U ' O O O CAR TO WALL (CTDIMENSION IS 3" MIN. W) ONE -MOUNTED AT CEILING OR DUPLEX GCFI WATERPROOF =@GWP 4" LOW VOLTAGE ART LIGHT C EXTERIOR WALL SCONCE AT WALL 4" BELOW CEILING TEL PHONE OUTLET 4 TEL QUADROPLEX OUTLET 35W MR16 CIRCUIT BREAKER FOR CAB LIGHTS (PER NEC 2002 - BY OTHERS) FLOOR OUTLET OO 4" LOW VOLTAGE ELBOW FOR ARTSLOPED CEILING C1 LOW VOLTAGE TRANSFORMER— WET LOCATION EXTERIOR LEDQ DA CONNECTION 4DC 220 VOLT OUTLET , POSSIBLE LOCATIONS SHOWN LIGHT FIXTURE SURFACE SPEAKERS MOUNTED TO 240V 2 LIGHT DIRECTIONAL LIGHT-- C2 BEST LOCATIONS TO BE MOUNTED AT SOFFIT CONSTRUCTION TO EQUATE TO A 2"x 4" WALL. JUNCTION BOX 0 2 DETERMINED BY ELECTRICIAN O2 OR RECESSED AT CEILING THIS IS REQUIRED TO COMPLY WITH 3"x 5" RULE. JUNCTION BOX FOR TV mi 4" LOW VOLTAGE DIRECTIONAL C3 AND ARCHITECT TOGETHER Q�+O4 GARAGE DOOR OPENER LT INCLUDES CABLE AND DATA TV SHOWER TRIM DAMP LOCATION O LIGHT SWITCH TO BE INSTALLED ADJACENT TO INTERIOR WALL SCONCE F-® CEILING FAN WITH LIGHT FIXTURE GD HOISTWAY DOORS TO BE SOLID CORE (BY OTHERS.) 220 VOLT JUNCTION BOX 0240V LED UNDER CABINET L WALL MOUNTED r VAC H IRRIGATION CONTROLS OUTLET — IRR INTERIOR PENDANT FIXTURE DIRECTIONAL MR16 SPOT EXHAUST HOOD WITH AIR 24 HANDLER IN ATTIC W/ V—CONCEPTUAL LOCATION LA•H•_ J WALL SWITCH $ 4O MACHINE ROOM DOOR TO BE A MINIMUM OF 30" WIDE EXHAUST FAN SILENT 80 CFM a INTEGRAL DOWNLIGHTS Q- CAB DESIGN. PICTURE FRAME AND FRAME / PANEL CABS - 3 WAY WALL SWITCH $3 DOWNLIGHT SLOPED CLEAR INSIDE J... \ AI HANDLER W/ 240V CIRCUIT HVAC A.H. 4 WAY WALL SWITCH �4 CEILING 60W PAR S 2 x 12's Z DOOR ACTIVATED LIGHT FIXTURE _ � AUTOMATIC ELECTRIC --__-AFS != O A GFI RECEPTACLE IS TO BE PROVIDED IN THE ELEVATOR O (L / MOUNTED AT BACKSIDE OF HEADER MACHINE FOLDING ATTIC ACCESS ro $R ST IP LIGHT WET o-' WITH ATTIC LIGHT - .`". REMOTE SWITCH LED ABOVE REQ'D FOR ELEVATED PLATFORM/ STANDS. LOW VOLTAGE TRIM FOR DISPOSAL SWITCH $DISP NICHES NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR WITH "TURTLE ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA ti GLASS" AT EXTERIOR GLAZING TO LIMIT INSIDE—TO—OUTSIDE LIGHT TRANSMITTANCE TO BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. PER NEC ARTICLE 210-12. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED HALL FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE STATION NOTE 6: ALL FIXTURES TO BE LED AS PRACTICAL CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE SATISFIED. MINIMUM ELECTRICAL NOTE 7: MECHANICAL EQUIPMENT LOCATIONS ARE CONCEPTUAL, TO BE CONFIRMED OR CLEARANCE IN FRONT O OF CONTROLLER MODIFIED BY MECHANICAL SUBCONTRACTOR (REQ. BY CODE) DRIVE20 RESIDENTIAL NOTE 8: SWITCHES AT OUTLETS CONTROL TOPS CKET ONLY w CRECXfO: N c"ATE: REVISION G.P. F.P. 5/27/16 CHANGEWIDTH G.P.M.C. 01/08/04 NEWDRAWING �Q w �o Ww G.P. 10/09/09 INCREASE WIDTH 1/2" CIA CONTROLLER G.P. M.C. 12/27/06 ADD DOOR CLEARANCES W ca FINISHED NQ 20" W x 20" H x 6" D G.P. 6/02/10 ADD LLH DESIGNATION G.P. F.P. 01/13/16 CHANGE PUMPING UNIT DIMENSIONS G.P. F.P. 02/08/11 CHANGE RUNNING CLEARANCE - OSHAFT (46-1/2" MIN.) (6'- 0" ABOVE FLOOR 2 MAXIUM TO THE TOP OF NOTES: (34" MIN.) PLATFORM THE CONTROLLER) MIN. NOTES: 36„ HALL STATION--\�l N) O1 MINIMUM HOISTWAY DEPTH TO BE 54-1/2" 6 Ot 220 V, 2 POLE, SINGLE PHASE, FUSED DISCONNECT U ' O O O CAR TO WALL (CTDIMENSION IS 3" MIN. W) WITH 20 AMP RK -5 FUSES (PER NEC 2002 - BY OTHERS.) ALSO, PROVIDE 120 V., FUSED DISONNECT OR 15 AMP —EMI LOCK CIRCUIT BREAKER FOR CAB LIGHTS (PER NEC 2002 - BY OTHERS) O3 HOISTWAY DOORS AND FRAMES TO BE INSTALLED IN A 2"x 4" O2 PROVIDE A PHONE LINE TO THE ELEVATOR MACHINE ROOM WALL CONSTRUCTION OR RECESSED INTO A DEEPER WALL GATE OPEN CONTROLLER AND INSTALL IN A 4"x 4" BOX WITH COVER (8'- 10' TAIL MIN) CONSTRUCTION TO EQUATE TO A 2"x 4" WALL. 2 O2 2x 12's THIS IS REQUIRED TO COMPLY WITH 3"x 5" RULE. (BY OTHERS.) Q�+O4 C.O.P. f � c PUMPING O LIGHT SWITCH TO BE INSTALLED ADJACENT TO y ^' 14.93 SQ. FT. Iii HOISTWAY DOORS TO BE SOLID CORE (BY OTHERS.) �, UNIT LOCK SIDE OF THE DOOR (BY OTHERS.) 7 O OS CLEAR CAB DIMENSIONS BASED ON A 3/4" FLAT WALL O 4O MACHINE ROOM DOOR TO BE A MINIMUM OF 30" WIDE Q- CAB DESIGN. PICTURE FRAME AND FRAME / PANEL CABS - (BY OTHERS.) 1 O CLEAR INSIDE REDUCE CLEAR INSIDE WIDTH BY 1-1/2". O R O 2 WIDTH 2 x 12's Z O A GFI RECEPTACLE IS TO BE PROVIDED IN THE ELEVATOR O (L DOOR MACHINE ro OPENING ROOM/ SPACE (PER NEC 2002 - BY OTHERS.) .`". CLEARANCE 36" O 5'-0" MIN. HEADROOM GATE OPEN REQ'D FOR ELEVATED PLATFORM/ STANDS. DISCONNECT O7 FLOOR MOUNT PUMPING UNIT DIMENSIONS: R EMI LOCK LOCATED ON LOCK SIDE OF CONTROLLER 29" Wx 16-1/2" D x 27-1/2" H ti HALL STATION MINIMUM ELECTRICAL ®I. (MIN.) CLEARANCE IN FRONT O OF CONTROLLER (REQ. BY CODE) DRIVE20 RESIDENTIAL 20 RESIDENTIAL DRIVE STANDARD HOISTWAY PLAN RESIDENTIAL CRAWFORDVILLE,FL RESIDENTIAL CRAWFORDVILLE, FL SCALE- vr•=r 32327 ELEVATORS 32327 ELEVATORS ResidentialElevators.com ResidentialElevators.com NOTE: ALL DIMENSIONS ARE APPROXIMATE Elevating your standard of living1-800-832-2004 ALTERNATE MACHINE ROOM LAYOUT _....g _rd of living Elevating your standard of living 1-800-632-2004 LUXURY LIFTAwIN"NRMNER SCALE- I— 1' P oR o"NAME 1 NuaeE 950#, RH / LH RAIL, F / R OPENING ALTERNATE MACHINE THE INFORMATION,,)NTAINED PART OR ASA HEREIN IS SOLELY WHOI f WITHOUT WRITTEN PERMISSION OWNED BY RESIDENTIAL ELEVATORS, INC. ANY REPRODUCTION /N FROM RESIDENTIAL ELEVATORS, INC. IS STRICTL Y PROHIBITED. LLH HYDRAULIC HYD HP4 A 15 NOTE: ALL DIMENSIONS ARE APPROXIMATE ROOM ACCORDION GATE, 15 SQ. FT. SPECIFICATIONS HYD M02 w o �Q w �o Ww CIA U w W ca �H NQ h w o �Q w �o Ww �x �w U w W ca �H NQ h N W E S 2' 4' 8' SECOND FLOOR ELECTRICAL PLAN 37 10-12-17 03-12-18 JAMES w'' �— DUPREE Ill A5CH+&dCT,�/ A 0010382 00 ty ,�- dr - Lo A �► - _ ►rj _ � lL c�'1 - rrt t y - '' .. ~^ i �� •�.."' t [ � �. fes.. % 4 � ,, �'ny N , .4 4t l :4� - _._.___-r--•._�_v_,-a--__._,�. .. +•.-.---,'mss-• t �. *,. "�.. `;:T. _ _. I _ � , T' 2 aiL qI • i LD iy - r . .; � � „' s � ' >L...., _; - --.._• �'•'4 is Liu {� ♦ t �. O _ .___._ . ., 11 v , v IL• • \ Ste`., • �. _ _ t _ '`t J / 7 ( t „ .. _ LIj t. UJ W UJ �, -�:. ;�: _ • ��::> - .IMS z o .. . O Q W w QLs kf) Lo 40 r Ott o • i ! t LU It A T �l t , fy� 1 41 .' _ ^ .+sv"a, , 4, - R.'�c: .. :..c�' •r +� w�'ryai>l*.^" ,4t':r .+.h •,•.}: L ! -- -!i co CD +44` "��➢1��.�'4k...s y.y� `•v:•' .7�P' .� . . • . � t" �_.-rte....... _ ��_ � .Y.M4`. •*` 'Wf`. �- `•' N' � �I , �' � . � ^^^_^'+•--,•..a..._..... --+_.... .. , - � O UL rn LL1f N J 1Y t -� � : i. � �� .'% �1. \' 1. ^••�,- -y►- �,. �'•--«- ,�.. ..- - +•,'....•�.,. ,�.- .. o,. .+r..::.�-..-i,-.i �3�'�n�-'rrr.,+, �`i w 7 rAA \ ..,.,��.....,.-..�.�..-�.� ,..,,♦.„,.ri.,_.w+,...,..,.,,.......,.-..,,.,,.�•r.seF.,w•�,,,-. :,...< .".m.�., ..... ..:.......ti....a,,.,,�.t. ....:,,,...e. �' � C ir/� t��1 r�.../1 � �� ..,..ems ..._...-..._....-. �' - ■�� 9{ ,..rww.+...m.re..a».r.,,.w<o...,•„rn.....s++em+ra...r,c.r�.ww».ea.«n•._..,•..a+w.r..,,. .-•...,.....- - y- L � 7 p \j - '� C3� Q- �_' N -: Ile tr\ co iL%%wool CO 7 __ L a W �� U -� Z5 a. • cz 0 co cn CZ — O C) • iii � o $ m a M E) EEE E m Qo o f V ♦/� E `� `c�. n Ito _ N cz L3 i n 4LP cs: E) ani aa) aa) m @ y 3 b 12 LLJ V, f1 0 aa)i �i aa)i pw� a�'i c1.0 aa� a� f e L co cn 0 2 1@ N!U V !� f 9 .9 s c c cS2 cr v c Z @ c ✓ N 0) 4) 'Z c> a) O O O O O O O O O O y 0 0 a) N W a) O ,C p y p @ N i0 f6 i0 i0 m f0 iD RS N i6 Q f0 i0 @ D) @ ZS U U �p I U1 Of Q1� O Ot 01 07CD Q1 Qf OY Ol fA N Q1 0) OYtO �� C4 ;Y io !D O E a Q''. a --M MNr tiMMr M t, Mier h. M h. NM rr f- NN SS Eg. 0 c nE) f0 to na) p co{t� t'OD NM�t t[)M� �aO CD K)Nrrr Och �ti It)NMtO� @ r O N d S a) b�'nv w ra`°@ in N E a) g c� E $, oo�� F- c�i cS c �aEo o3i i i E 25 cImtn_H Ero � c O @o tRA?cyE y o 3�4E d X1 `a = rn E 2E. @ 8 Saaa g n c n d �1 W } m Z^o o'oa 2i W c > a o c @ c @ @ @ @ @c a) v o W b m _lmmtnYm2:..� 2 m a O'S• 0. tq U a-a�Y Cn co tq CO L) 7.c -P _ttE5 @ � F- 0 W v W M O w d w J 3 o � '” LU o E E � ED U v o) R c H 'N m oatr cE O _yi g@@ E m dcri Q m c�:E y E $o d W N L Q�VpN tt(•Or�� y @= C. Y bl O O O O i .9:8 m N T O E _ N d N N N E I'D E E N E )� o m �.x 2 L' Q a IEEE E @@@@ n oU� °° E i Z QQ r �3mNo>� ��E��=iv-99oN @ x x c� 'C o •- o E L Oo •c c °� o o •p -O v �i ��Fa� t) a a E -,a c L i° W joa) Z J Y LL 0) 7 O 7+ y. � :� Q)'- 7 N a) a) L .0 O O O O QmmU 0LLJ 3�� zdri aaa aaIx .n @@@@@ U) to 0) N L 0 m(n 1L F- 0 W v W M O w d � 3 o � '” OLJ. U � ED O d o O E _ 1 r W joa) C ca $ $ to a) 0 d E Er E 0 w fid; a f o o � 3 CL a` in LLmm)a 3 � '” OLJ. U � >m Ln +; 6 PILE LAYOUT EL. +18.92' NAVD ,k TOP OF SLAB 4" STEP N c\l DOWN AT BEACH BATH ' j� `� #5 AT TOP 00 @ 12" O.C. (TYPICAL) I` l' -4"w „ , " EXTERIOR GRADE i� 1n •• �t- 0 I I— 0 Q J w J E #5 w/ STD 90° AT TOP @ 12' (TYF 5 SIMILAR S-4 0 8 Q J SIMILAR S-4 L,jJ EL. +18.67' N EDGE OF S (+19.77' NO #5 TOP "BENT @ 12" O.C. (TYF PILE LAYOUT 15-7„ 7,_0» 34'-6 1/2" 6'-4" 9'-2 1/2" 13'-0„ INDICATES 1'-0"w x 2'-6'd �� \7 GRADE BEAM 10' 12'-4" g 12'-8" 1 - 1'-0" 14'-8" 5-11" 9'-5 1/2" 17'-3" 7'- 10 4-2 4 -2 7'-6 1/2" CONCRETE PILE. 2'-6„ 3)-5))3' 5 1/2" 6'-0„ PILE EL.+ 6,-4„ 6,-4„ PILE LAYOUT INDICATES 16"0 AUGER AST -+-?, CONCRETE PILE. TOP 0 PILE EL.+ 17.08' 1'-4"w x 2'-0"d 1 5 "BRE K -AWAY" 1'-4"w x 2'-0"d "BRE K AWAY" F VAC 1'-6"d EXTERIOR GRADE S-5 S-4 SLAB ON GRADE EXTERIOR GRADE 4 SLAB 0 GRADE 6 5 EXTERIOR E XTERI x GRAD 5 BEAM BEAM S-4 S-5 S-4 .. BEAM 5 w/ ST S— 5 a w . I STOOP; :.` fr SHOWER • .... : ; ' POOL EQUIPMENT AT TOP @ (TYPICAL) 1 . 1. ,. :.. :.: -TRASH .: . :• yy/'" .STD'.. B ND _� i� HVAC.. -:. HVAC:.' — 0 — 1PC — :.... A . TOP,:C�..1'0 14 , _ .—j DICi MIN GH 2_________ _GB TI WASHER DRYER ----- ---r -- — —---I----GRILL -2 GB— 2._____ __.__ __� GB 2 EFRIGERATOR L J L_--_----- LJ _ _ II i 1 4w; 1-6"d1I EL.; +1b. 2 VD -j i I cn 5 I IN ;; i E 1 E #5 \A [ 90° BEND I I i I ERIQR GRADE E E S-4 i i I SLOPE 2'_ J I II TO : e7F SLAB I +20.35' NGVD ) II ;� J f #5 A OP - c� I BEAM `\ I\ -3 I I I @ 12" O.C. _.__. I I 1 I 1 AT TOP @ 12 O.C. ! f i iIi i ; I i m E m i i _ MI I I J t€ (TYPICAL) Q `n _ I 1 1 I I Q - I I I I I I I I I I I sTp I cn to 5 STEP m i I ;' I I (TYPICAL) C 1 P DOWN 1 I �� I I �,� AIT I' w �1 L. m` F E I = P.. _ ELEVATOR �I I I �' I I �w o�0111 I I I' w O =1 I O 1 I 1 w N I 1 I I +18.83' NA D TOP OF SLAB i SINK \ ' --- r----- ,3— -------- — — PPS , �� I € SINK — € l i I I --i �� r' I GB -6 I E ',. ) f-1 I i I z `— �I � I 1 I � p I I 0 I i — O I — m I ._ I___. _ I ! I I I i i . +1,08' NAV i z I I I z U i I m Q._ �._._,____.__.__.___.___-_._______--_ I i ( (±j9.93 NGVD) ' _________ _____ _ - ----------------------- ..__�__.-L----- i I r-[ I It I 1 _.x.._1......1._________ _-___.....________ _,.a.._...�... _.__(�....._ � __..�. plx 0 Lu - __> __---- -- i - _. _____ .�_---f--I--------------------i'"i'_.....________ I �' , - I#I I __ _--�_ i I q_' I 5.._ F1� -T��--- c�__ �v I I , i I T•l___.______.-___________.__._._______.____--- •:''I II�!`'' 1111 J F I I �] �"i'{ .i I , I m I j 11 y i_ W. II 1 _ - � '�... 1 it i ! �, , t I I 11 I t EL. +19.25 N/�D,I� I I DNI i 1 I� 0 1 1 f 1 1 I� € I - @ 12 O.C.GB-1 (] ! i 11I S-4 9-4 11 I I E i i I I I i I I TOP OF SLAB I I I __ i1i i t i i (TYPICAL) i{ i i , i I i i I t I I I (+20.35 N�yD)1 1 _ _ ,------- -----_ „ r==-7- t i ____ __-------- I I i i I 1 PC II I -� `\1 it I 1 E D iI ? I ELEVATOR {`) �7 i '1 1 :.%moi -i---- I i I 1 I I I i { I I I I L , i -4- �-F I' 1 Z------ -I I-------� ILIV--------� f----- --� l i III SLOPE 2" i I B I II I N II II I I cn :. — ---- — �: 1_ I I I 1 I 0. CAL)I C.f.. ) II IIS.--- _. _. ....... ....__ �. _ _ ...... _.._._....._ _._._.............._.,..__- -• -__ �'y 'vJ ----------------------_ - _ �,-„ '' �- � �� I I--�---- ---- -- --=-- GB- II i I i .. i. ��,�. II` I �� .. � €j�j� "�' i i 3 i '�' - - - 1 GB -1 I i i 1 1 - I I I i€ji f E - -i-; - - - - I I I t I I 1 , i I I I � �� L��------ I I I €/ I ! i I€ I% � -- -i- - - - - - `�' � - - - - - -� jGp 1 - L1L�_7 6311 _ I i € I L I I 11PC !1� 6>,d �, mj I I I I I i 1 -4 w x i- I I Q �n ;IIi l I I(� iII I , „ ADD 4- 5x8 6 /..._ g I I S 5 1 r' I I I I # ,_._-• \ ;I I C I I I L „ I I �"�•"`- ! BOTTOM @ 4 O.C. m cn II L �I (� ,!' �-�° I ul II I III I 11 11 '� € __ __ I I 11 I I II I m I I DW I I I I I i) I Q I I i 1 -� �.__.�..__ ____ ______.._ I t (n i I i I � i, t E -------- _.�-�,�.. 1 I I i i � i I 1 I I1 I E I i I I I { i i III INTERIOR b O A D E I I i i I i € i i I ! i i E I I m cn i i BEAM i i _,._.�.-____-_ J --- __..__________ -_ _______________ _ �_ -'�' I : I i ' 1 1 I i I I I O "�'"-�� , I I I 71 ! O_ I I I O I N I III z O 1 - J LL --------- I 5 w STD o � Ii # / O --------------------------- j 90° BEND AT z N H- T d I- 0°h I Ill I , I B I I i I I w 1 E I I v NST/,(�L I I z �i I___.....____ I� #5 z T -EI- o @ @�lO I i 12 ' I I 1 I I i `TOP I I w `` o IIII #5 w/ ISTD - I i ~ O� 01 I 10. C. (TYPICAL) 1 i w N i i 90° BEN�D1 AT 1 o- z I � ~ 'O.C. e O i z �- © m III I UPC I 0 0 ! I� v w II I / m III I it 11i I III I U O U'' I III I I @ 12" O.C. z © i I 0 m I I CO I i i O DUIT ! FOR 1 O I( 0 m 41 �_ #5 v/ ° I TOP @ 12 i I 1 1 0 O 01 I i I I Q 90" z � @ mi I (TYP;IAL) - I I I ".� ! 5 % STEP o IIII I V I TYPICAL `J 5" STEP (TYPICAL) Ii 1"� 0 w� ' I I I ISLA1 I I ii ATITq „BEND I O v @12 O.C. ii ao i I U iIi i i I m l ;- 1 SLOPE 2" II I A D w I I I I _ztlz i it Id �� I i I I I l m f I 11, I 7 SL EL. +19.25 NAVD_ o im 1�' �--" I I I TOP OF SLAB I I I I I , I I I ! i f� I P ! I l i I I I i i I I I 1 PC I I D i 1 i ( t I t 1 I i I I M I m r= I of�W 1 TYPICAL i I i i 6 I I 00 Cn i (TYPICAL) I I I i t I I 3 r S-4 I i t I I II , 7' 11 (+20.35 NGVD) I ill SLOPE 2' i 1PC I I I I I ! i I t i I I _ 1PC 111 I I 1PC - I i ;____ IIII I - GB -1 0 - i -- - _ _-_ �^ ` ____-- _ - r..._..._..� -- -- �- ►t— I I -_. -------------------- -1-PC -"--------- - --- I4- - GB -3 -_--------��-_-------=- ----�- -__.. ��_' ________________________ .. _. ,:.:.. ______________________________________. .___ _ ___.____._ :_ ___ ___-_________ It EL. +18.83' NAVD I I \, 5 I1 . `� TOP OF SLAB STEP `� v�'�. (+19.93 NGVD) II .,\ I J W 1 1 1 - - Q IU' 2 I J � cn� S-4 o o_ 1 W O I Iz — �'1 O GB -3 �" ----- GB -3 �'--_---- �.----_ ---'� \ I- - - - -� _________ ____ _ _---____-- ____-- I --_ _______-- ____ _ _------------- ___-_ -__-__ ----------- ----------- ------ -- I �� „ ;�I'I 5 t € i�I EP STEP I I� 111 ' II;; I i N J 1 N Iib 11i d V I (n I 11 IL I�._..M-_..___--___-'___________. ._�_ __-_ I•r I L. +18.83' NAVD F1 PC III I I TOP OF SLAB III I I , I I (+19.93 NGVD) II II i IIII I Sl I II 1 (\ mill ! 01 I I I 1 �' BA CAL) vv��S o � o II J J V) � m I I z @ o F- m O C) I v w� lI o - _ oI11 ' 1 � (\ (\ I Iii In P II I I I 1 1 i I I - 5w ��.�' \\�� I STD \� 1 PC 1 PC I I I r = 0 1 PC I 11 f III 2PC 1 PC I I i i 1 PC I 1 I I E 90° BEN ,> TO P @ 12 T � — -GB: --- �--------- i - --- - --�8------------ 0. C. ...- - - - - - - - - - - �. :::. - - - I — � — — — — 1 EL. +19.25' NAVD TOP OF SLAB (+20.3 NGVD) _ _ __-��-=4----------- �, — — — — =�8 _4_ _ _ _ —--------- -- - _ �B_ 4----------------- - f __ -------------- i - -__mm - ---- TYP C L __.� -, � STEPS " STEPS ST PS 1'-4"w x 1' 5 1 "d �� 0� STEPS S #5 TOP "BENT #5 TO @ 12" "BEN O.C. (T BAR" PICAL) EXTERIOR BEAM DE EL. +18.67' NAVD EDGE OF SLAB R" \ !' ° �' �' r # @ T 12 (+19.77' NGVD) @ 12" O.C. (TYPICAL) GB -2 _ _ 5 w STD EL. AT 18.67' NAVD EL. +1E.60/ J_4 TOP @ 12" O.C. (+19 77' NGVD) (+19.7 ' 2 8 (TYPICAL) 8 S- S-4 S-4 3'-2 1/2" 3'-2 1/2" � 6'-8 1/2" 9'-2 1/2" 9'-5 1/2" 5,- 5'-5" 9'-6" 2'-6" 2'-6" 9'-2 1/2" 12'-8" 1 - 6'-5>' 1 0„ 4, - 8„ 10'-0" 16'-0" 5'-3' 7'-6" 5'-3" 5'-0" 4'-8" 24'-0" 13,-0" 7'-2>' 18'-10" 18'-0" 85-8" MAIN HOUSE SCALE: 1/4" = 1'-0" AUGERCAST PILE FOUNDATION PLAN INDICATES RECESS TOP OF SLAB 4" F j INDICATES 16"0 AUGERCAST 1-I-- CONCRETE PILE. TOP OF L_ _J PILE EL.+ 17.00 NAVD NOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONCRETE FOUNDATION SLAB DIMENSIONS. Ij (00 00 a-�_(0N"t O cq 00 Q 0 Uo W< O �O1-�N - -- N Dd WQ �c)00 Lu 0 _ PILE LAYOUT of WQ LLI W u- X O W LL W Z b U N U ry _U U W ti -J�jmr` O W D Q Q W N I QZ W E— u- 0* BEND I_,_, )0 200rn O.C. _' ILLQJNw= w z IZ 0 itI 1'-4"w x 1'-6"d EXTERIOR GRADE BEAM 2 I 0') EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) it A 0 9 I Q S-4 N W � Z 0 #5 w/ STD o o N = W LL 90° BEND AT I I I TOP @ 12" O.C. ° ° i° Q U (TYPICAL)TZ = Q I UW �- #5 AT TOP W m @ 12" 0. C. m U (TYPICAL) C N Z Z � � 9 S-4 _ I O j4EL. +18.67' NAVD 00 EDGE OF SLAB (+19.77' NGVD) 0 )P "BENT BAR" `n o I O.C. (TYPICAL) TO NAVDB it 30VD) N 0 rFNN Q W E W PILE LAYOUT Y .. S SCALE: 1/4" = 1'-0i' 2' 4' 81 MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN smi )HEET 1 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail.com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ; INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36826 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL INDICATES 1'-0"w x 2'-6'd �� \7 GRADE BEAM INDICATES 16"0 AUGERCAST CONCRETE PILE. TOP 0 PILE EL.+ 17.58' NAVD INDICATES 16"0 AUGER AST -+-?, CONCRETE PILE. TOP 0 PILE EL.+ 17.08' NAVD INDICATES RECESS TOP OF SLAB 4" F j INDICATES 16"0 AUGERCAST 1-I-- CONCRETE PILE. TOP OF L_ _J PILE EL.+ 17.00 NAVD NOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONCRETE FOUNDATION SLAB DIMENSIONS. Ij (00 00 a-�_(0N"t O cq 00 Q 0 Uo W< O �O1-�N - -- N Dd WQ �c)00 Lu 0 _ PILE LAYOUT of WQ LLI W u- X O W LL W Z b U N U ry _U U W ti -J�jmr` O W D Q Q W N I QZ W E— u- 0* BEND I_,_, )0 200rn O.C. _' ILLQJNw= w z IZ 0 itI 1'-4"w x 1'-6"d EXTERIOR GRADE BEAM 2 I 0') EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) it A 0 9 I Q S-4 N W � Z 0 #5 w/ STD o o N = W LL 90° BEND AT I I I TOP @ 12" O.C. ° ° i° Q U (TYPICAL)TZ = Q I UW �- #5 AT TOP W m @ 12" 0. C. m U (TYPICAL) C N Z Z � � 9 S-4 _ I O j4EL. +18.67' NAVD 00 EDGE OF SLAB (+19.77' NGVD) 0 )P "BENT BAR" `n o I O.C. (TYPICAL) TO NAVDB it 30VD) N 0 rFNN Q W E W PILE LAYOUT Y .. S SCALE: 1/4" = 1'-0i' 2' 4' 81 MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN smi )HEET 1 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail.com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ; INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36826 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL Ln EL. +18.92' NAVD TOP OF SLAB O 4" STEP - DOWN AT BEACH BATH :60 N CD co EL. +18.67' N 00 EDGE OF S (+19.77' NC co MAIN HOUSE SCALE: 1/4$j = 1'-0" INDICATES RECESS TOP OF SLAB 4" OUNDATION SLAB DIMENSION PLAN NOTE: SEE ARCHITECTURAL INDICATES RECESS SHEET A-6 FOR ADDITIONAL TOP OF SLAB 3/4" CONCRETE FOUNDATION SLAB DIMENSIONS. 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' MENTIONED IN NOTE 2. 15-7" 7'-0" O?� 34'-6 1/2" 6'-4" 9'-2 1/2" 13'-0„ 4'-6„ 5'-6" 1'-10" 3'-9" 6'-8" 8'-3" 1'-11/2" coN 16'-0" M NO 10' ' " 12 —4 g � � N M 0I 0 O U mU "BREAK AWAY" HVAC Q � CD UJ o Cfl z � N cj�— H N "BREAK—AWAY" SLAB 014 GRADE Q 0 CMDJ U SLABS ON GRADE �-� QW WLLX POOL EQUIPMENT ... SHOWER .. " ' " •" . ..: :i�z1r I� -i " " ." ."." S7(3:QR: .. "." .: "� TRASH . • ."' .. Qo co HVAC HVAC O w w w0� U QQ - 00 --- -- 'Ch I d- �J _U N ERP �48 C14, - --- -- _ 2 � �JF-mti __ ___ wC) < 0 2E r)z FIREPLACE CN <0 EL, 9.25' N : REFR GRILL i qv T F SLAB I_ _______________________ WASHER DRYER ______ N REFRIGERATOR 2 ------------------ _--------__-r-r---__-_--__ __-- ------------------ LL Z f 5 NGV SINK ------- : __ 77 I I 3 1 I i I I 1 11 I I 11 I ,I I ' \., �� //LAUNDRY ' \ E IBULE PANTRY ,tr 2 5_T_ \BEACH L DOWN AT i i BATH {�1dIII € ' i t i i I i :EL. +18.83' NAVDELEVAQVS OF SLAB ��\ SINK \I. BENCH EL. +lbIL 8NAV' i! NGVD)ELEVATOR EQUIPMENT 1V TO P OF! PISLB A__________9_ ----------------------------------- _— ... .. .. ..... . A-1 __________ G DI _ -------i_"_____----- __________________ ______________ ______'T"f'"----------------i"------___-__._----i__________-------- " ___________-______ v__em�e—_SINK 1{1iIiI1I'i,III,lIIiII:i DW _S_E ._E_PS< _L_Op__ __"..._ _ _....__� iVDE------------ IiItIiiI(iiIt'e E��_ (/. ELEVATORCLOSET LIVING 3;IilIII3iI,IIiIIiEE31iii{Ii!iEi!1ii- ( it --��-� +,i !NAVD SLOPE 2" STAIR _---_ KITi TOP OFISLAB INSTALL CONDUIT FOR INGVD) NI i I i (+20.351 !ELECTRICAL FLOdO �y�I-iIII: i II: DW iOUTLETS w/ N I I f-2» (VERIFY 11 4,-1 I I _ 1 i EAST ... _.... ..... ........._.......... "��€ist� ___�_,�. _-�-_-.•_,A _-- ------,-,-----------ILII--_------�____-- i-------_ _________r-r------------------�_---________-__---- ----------- PORCH "_ -�, �`_'"� ----___________________----- .. I` ------------------ ------___y EiiIiIiiI �`iI,iIi:,i 11��y1\}!iiiYiiIlh' -`_� -_� -_,__-___ -�\ tI fSTEP IEkIi'iiI i EFOYER I INST L 5" SLOPE 2" 5,STEP CONDUIT:FOR i i i i VD +19.25' NAVD ISLAENTRY AB D) it PORCH TOP OF SLAB (+20.35, NGVD) � SLOPE 2" __________________1_L_-________________l__L------------------- __--__-__________-_ ---_______.___-____________________-_� -------------------------------------- _ %' __-__-___ ___ __________________ I ___�- _- _-iIII! __1_i!IIiI1 _.__Ii1Iiilql _-_w_-___•III�IlI1_ ___P__.___ EL+1 8.83' NAVD ______ -__---__ --------i i -__��-_-_ _ _�__�-.�___,` _IIi_ .I.._IIIIII ._TiII1t __�!_iIii. -_I:IItiEIIii, ._-_____JI___- +18.83 NAVD 5� ___._.�._ffi_ ... _. ,._-- ----------- �,,:� _______ _______ _________________ 5� _______ TOP OF SLABEL. 1 (+19.93' NGVD)TOP �A_. OF SLAB P ST NGVD) STEP STEP(+19.93 I1iIi' :iIIII::I! � NW.__IIIII l�I!Ii 0SOUTHEAST ;•-___` SOUTHWEST DINING o PORCH oo FP_ �-•_..__� `__�_-`_,_ PORCH (n N �-__ EL. +19.25' NAVD III:eBIII:II'IiII,1eIIiI:i:II3:IIisIII _________________ _________ P OF SLAB —____-- -_" _E€!I€at ____ __N- (+20.35' NGVD) ----------- k1____1_,_______,______ EL. +18.67' NAVD +a;{iii1{iii1IEiIi,E1IEI{II{i!III,lIj1IIiiiIIiiiiiiIIiiiI EL. 1 8. 6 EL. +18.67' NAVD EDGE OF SLAB EDGE OF SLAB EDGE OF (+19.77' NGVD) (+19.77' NGVD) (+19.77' 10'-0" 16'-0" 7'-6 5'-3 4'-8" 24'-0" 13'-0" 7'-2" 18'-10" 18'-0" 85-8" MAIN HOUSE SCALE: 1/4$j = 1'-0" INDICATES RECESS TOP OF SLAB 4" OUNDATION SLAB DIMENSION PLAN NOTE: SEE ARCHITECTURAL INDICATES RECESS SHEET A-6 FOR ADDITIONAL TOP OF SLAB 3/4" CONCRETE FOUNDATION SLAB DIMENSIONS. 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' MENTIONED IN NOTE 2. SCALE: 1/4" = 11-0" 21 4' 8' MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN Sm2 SHEET 2 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808)217-47071 cckathe,( Mail,com u FL P.E. 3682 SIGNATURE IN BLUE INK RAISED SEAL D O?� O N O O LLJ LL coN a M NO '' Q =Q � � N M 0I 0 O U mU W Q � CD UJ o Cfl z � N cj�— H N W Q 0 CMDJ U �-� QW WLLX O w w w0� U ti �UcnQO �J _U �JF-mti wC) < 0 2E r)z CN <0 2Oo�rn LL Q N W 2 LL Z a SCALE: 1/4" = 11-0" 21 4' 8' MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN Sm2 SHEET 2 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808)217-47071 cckathe,( Mail,com u FL P.E. 3682 SIGNATURE IN BLUE INK RAISED SEAL D O?� O LLJ LL WaU =Q Q �Uw co WNZ mU J z � H SCALE: 1/4" = 11-0" 21 4' 8' MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN Sm2 SHEET 2 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808)217-47071 cckathe,( Mail,com u FL P.E. 3682 SIGNATURE IN BLUE INK RAISED SEAL H 0 U S E C O N C R E T E G R A D E GRADE BEAM MARK SIZE w x d BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT 2" BOTTOM TOP MIDDLE BAR SIZE GB -1 16" x 18" EL. +17.75' 4—#6 4—#6 — #3 GB -2 16" x 24" EL. +17.25' 4—#6 4—#6 — #3 GB -3 16" x 20" EL. +17.58' 4—#6 4—#6 — #3 GB -4 16" x 18" EL. +17.17' 4—#6 4—#6 — #3 GB -5 16" x 18" EL. +17.17' 4—#6 4—#6 — #3 GB -6 16" x 24" EL. +17.25' 4—#6 4—#6 — #3 GB -7 12" x 24" EL. +17.25' 3—#6 3—#6 — #3 CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR HOUSE GRADE SLABS 1' 2" 2" HOUSE GRADE BEAMS 2" 3" wo B E A M TOP REINF. STIRRUPS OR TIES SPACING 10" 6" O.C./12" O.C. 6" O.C./12" O.C. 6" O.C./12" O.C. 6" O.C./12" O.C. 6" O.C./12" O.C. 6" O.C./12" O.C. 6" O.C./12" O.C. TYPICAL BEAM STIRRUP & TIE TYPES S C H E D U L E REMARKS 2 1 INTERIOR AT SLAB 2 EXTERIOR EDGE 2 AT 5" STEP-DOWN 2 PORCH STEPS 2 PORCH EAST EDGE 2 N/S ELEVATOR 2 1 WEST ELEVATOR SECT. N0. REF. 2/S-4 5/S-4 3/S-4 8/S-4 9/S-4 5/S-3 NOTE: PROVIDE STD. 90` BENDS AT TOP REINFORCING STEEL AT ALL GRADE BEAM EXTERIOR ENDS AND INTERSECTIONS. PILE SPAN #6 TOP REINFORCING 4'-0" MIDDLE 4'-0" CONTINUOUS OVER 01 PILE CAP 3 STIRRUPS @ 6" O.C. #3 STIRRUPS @ 12" O.C. 3 STIRRUPS @ 6" O.C. PILE CAP #6 BOTTOM REINFORCING REINFORCING CONTINUOUS FROM PILE CAP TO PLIE CAP 16"0 AUGERCAST 16"o AUGERCAST PILE PILE NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS GRADE BEAM STIRRUP SPACING 2 SECTION S-3 SCALE: 1/21) = 1'-0" WIDTH TYPICAL 900 BEND I� 4 BAR DIAMETERS OR 21/2" MIN. TYPICAL 1800 HOOK STD HOOK EMBEDMENT LENGTHS BAR SIZE TOP REINF. ALL OTHER REINF. #4 10" 7" #5 13" 9" #6 14" 10" #7 17" 12" HOOK EMBEDMENT LENGTH SCHEDULE L q VI 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE PILE CAP, SEE SCHEDULE \-16"O AUGERCAST NOTES: PILES, SEE DETAIL 1/S-3 1) 'H' DENOTES 180° HOOK AT BOTH ENDS OF ALL BARS. 2) SEE PILE CAP PLAN ON SHEETS S-1 FOR DIMENSIONS TO CENTERLINES OF PILE CAPS. PILE CAP SCHEDULE 0 I o I REINFORCING MARK LENGTH WIDTH DEPTH LONG SHORT 1 PC 2'-0" 2'-0" d 2'-0" 3-#5 3-#5 2PC 7'-0" 2'-0" d� 2'-0" 4-#6H 8-#5H PILE CAP SCHEDULE 3 DETAIL S-3 SCALE: N.T.S. 0 I o I Cn � co N dm a- .285N� 0 �COo WLL d o I I— pp I � 0 I d� N U�Wd,o � in O I 0 I IW—CD~�CV —CQ',D o � i 16"0 AUGERCAST AUGERCAST PILE 1'-0" 1'-0" 24 DEPTH 2'-0" "2PC" PILECAP DETAIL �_.3 SCALE: 1/2" = 1'-0" 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE EL. +17.58' NAVD TOP OF PILE VERTICAL #5 REINFORCING BARS FROM THE AUGERCAST CONCRETE PILE SHALL HAVE STD. 90° HOOKS OR BEND OVER INTO THE PILE CAP. EXTEND VERTICAL #5 PILE REINFORCING BARS 24" MINIMUM ABOVE TOP OF PILE. (TYPICAL ALL LOCATIONS). 16"0 AUGERCAST PILE w/ 7-#5 x 35-0" LONG w/ #3 TIES @ 12" O.C. —7 I/C .. ZGe—oel #3 TIES @ 12" O.C. PILE SECTION SCALE: 3/4" = 1'-0" EL. -16.00' NAVD (EL. -17.10' NGVD) BOTTOM OF PILE TYPICAL 160 AUGERCAST PILE 1 DETAIL S-3 SCALE: N.T.S. GYPSUM DRYWALL ASSEMBLY AS PER ARCHITECTURAL PLANS AND SECTIONS #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. BOTTOM #5 @12" O.C. TOP w/ STD 90° BEND 1 /3 SPAN OF EINFO CING 2-#4 SUPPORT EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) 7" STRUCTURAL CONCRETE--/�j SLAB N GB -6 EL. +17.25' NAVD01L VA BOTTOM OF GRADE BEAM ro EL. +17.00' NAVD TOP OF PILE *z_/�� EL. +16.67' NAVD BOTTOM OF PILE CAP 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 7—#5 x 35-0" w/ #3 TIES AT 12" O.C. 1'-4" 2'-0" ELEVATOR PIT WATERPROOFING DESIGNED BY OTHERS BEND OVER #5 VERTICAL PILE REINFORCING AND 11 LAP 12" MINIMUM w/ SLAB REINFORCING EL. +18.08' NAVD ' 11 TOP OF ELEVATOR PIT SLAB 5' -1 1/2" • N ELEVATOR 8"t ELEVATOR PIT SLAB REINFORCED w/ #5 @ 12" O.C. TOP AND BOTTOM, EACH WAY 5'-10" 1'-4" 2'-0" 16"0 AUGERCAST CONCRETE PILE INSPECTION 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 40 TONS, ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL CAPACITY OF 6 TONS. 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. GRADE BEAMS, WALLS AND SLABS AT ELEVATOR PIT 5 SECTION S-3 SCALE: 3/4" = V-0" '/2 "0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-16 DOUBLE 2"x4" SPF NO.2 STUDS @ 12" O.C. 2%2%1/8" PLATE WASHER AND COUPLER NUT >, " NOTE: DRILLED AND EPDXIED '/,"0x10" HOT DIPPED GALVANIZED THREADED STUDS MAY BE SUBSTITUTED FOR THE CAST -IN-PLACE ANCHOR BOLTS. 2 x4 P.T. SYP N o.2 #5 @ 12" O.C. BOTTOM BASE PLATE W/ '/2 "0x10" HOT DIPPED GALVANIZED #5 @ 12" O.C. TOP ANCHOR BOLT W/ 2"x2"x'/$" w/ STD 90` BEND PLATE WASHER @ 24" O.C. 2-#4 SUPPORT #4 @ 12" O.C. r TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE GB -6 SLAB "� 1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE � 2' -0"x2' -0"x1' -2"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3-#5 EACH WAY ABOVE PILE 11_�_ 16"O AUGER CAST PILE PER DETAIL 1/S-3 SEE PLAN FOR LOCATION W Cn � co N dm a- .285N� 0 �COo WLL d Ch I— pp N c� j Z d� N U�Wd,o W a O m =O —2 IW—CD~�CV —CQ',D wd Udco0c J nU) dLULu��X D ZLU = ijj Z jjj 0 >oU UUjQo > J 5 -1 fo Lu OQcrWd' r` Q � Ljj p 4<0 2iOo�0 LL Q N LU = LL Z n - W Cn � Q Q=� 0 =Zg WLL Waw �Uw =Q Q pp W mU va'' Z N W a O m SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SCHEDULES AND NOTES sm3 SHEET 3 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS ,JACKSONVILLE BEACH, FLORIDA 32250 (808) 21,7-47QT AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED 7 Lcc�k�athe gmail o,WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE . INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE � � r �'�, WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36 20 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL #5 @ 12" O.C. TOP #5 ©12" O.C. TOP #4 @ 12" O.C. TEMPERATURE 7" STRUCTURAL I REINFORCING CONCRETE SLAB 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP EIN ORCING 113 SPAN TOPREI FORC G EL.+ 0'-0" 2-#4 _SUPP_OQ- _.__. D - 2-#4 SUPPORT EL. +19.25' NAVD _ TOP OF SLABTOP N I OF SLAB r-(+20.35' 7 STRUCTURAL #5 © 12" O.C. BOTTOM NGVD) N 0 ,� �� #5 © 12" O.C. BOTTOM #4 @ 12 0.C.1 �� 3-#5 EACH WAY 1 3 SPAN TOP / EI FORCING TEMPERATURE N ABOVE PILE N EL. +17.58 NAVD REINFORCING ;� ____ a TOP OF PILE #5 © 12" O.C. t— c J� EL. +17.25' NAVD BOTTOM ---- 'qrBOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE REINFORCING ABOVE GRADE BEAM REINFORCING CAP AT SINGLE PILE, EL. +19.25' NAVD CONTINUOUS THROUGH SEE PLAN FOR LOCATIONS _ �I #5 @ 12" O.C. TOP 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP EIN ORCING ,r 2-#4 EAST COVERED PORCH FAMILY ROOM 9" ICF WALL SYSTEM w/ ° 4" CONCRETE CORE w/ 1-#4 HORIZONTAL ©32" O C e 1-#5 VERTICAL 12" O C INTERIOR ALTERNATE SIDE ORIENTATION PROVIDE FIRST BAR 1'-0"f FILL SOLID w/ 3000 psi WATERPROOFING ( CONCRETE. SEE STRUCTURAL #5 © 12" O.C. TOP DESIGNED BY ABOVE SLAB) SHEET S-6 FOR ICF WALL #4 @ 12" O.C. TEMPERATURE OTHERS 7" STRUCTURAL LAYOUT I REINFORCING CONCRETE SLAB Q 1-#5 VERT DOWEL © 12" 0 C #4 @ 12" 0. C. � TEMPERATURE REINFORCING #5 12" O.C. BOTTOM 1'-4" GB -1 PILE CAP, SEE SECTION „III I 3pcs #3 TIES © 3" O.C. NOTE: PROVIDE 2-#6 TOP 90° C RNER 2/S-4 �' AT TOP OF PILE BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS OUTLINE OF GRADE BEAM 1,_4„ 16"0 AUGER CAST PILE BEYOND, SEE SECTION PER DETAIL 1/S-3 BEAM RICORNER EANRI D )INTERSECTION AT EACH ADE 2/S-4 2'-0" SEE PLAN FOR LOCATION INTERIOR SINGLE PILE AND STRUCTURAL SLAB SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) #4 © 12" O.C. TEMPERATURE INTERIOR #5 © 12" O.C. TOP REINFORCING W/ STD 90° BEND 1/3 SPAN OF REINFOR ING • a 2-#4 SUPPORT EL.+ 0'-0" TOP OF SLAB _ • #5 © 12" O.C. BOTTOM �1 7 STRUCTURAL CONCRETE SLAB OUTLINE OF GRADE BEAM BEYOND, - - -- SEE SECTION 5/S-4 GRADE BEAM REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 5/S-4 3-#5 EACH WAY ABOVE PILE 3pcs #3 TIES © 3" O.C. AT TOP OF PILE 16"0 AUGER CAST PILE PER DETAIL THEN © 12" O.C. AT MIDDLE NTERIOR GRADE BEAM AND STRUCTRURAL SLAB � SECTION 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#4 HORIZONTAL © 32" O.C. -1 1-#5 VERTICAL ©12" O.C. ALTERNATE SIDE ORIENTATION FILL SOLID w/ 3000 psi (PROVIDE FIRST BAR 1'-0"f CONCRETE. SEE STRUCTURAL ABOVE SLAB) a_ SHEET S-6 FOR ICF WALL #4 © 12" O.C. Q LAYOUT TEMPERATURE INTERIOR z 1-#5 VERT. DOWEL @ 24" O.C. #5 ©12" O.C. TOP REINFORCING w/ STD 90° BEND INTO GRADE W/ STD 90° BEND 1/3 SPAN OF REINFOR ING N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 2-#4 SUPPORT _� EL. +19.25' NAVD EL.+ 0'-0" _ TOP OF SLAB TOP OF SLAB (+20.35' NGVD) 0 N ,4 EL. +17.08' NAVD Y TOP OF PILE j4EL. +16.75' NAVD BOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35'-0" w/ 1/S-3, SEE PLAN FOR LOCATION 1' 4" #3 TIES AT 12" O.C. 1'-0', PILE CAP AT EDGE CONDITION 4 SECTION _ S-4 SCALE: 3/4" = 1'-0" #5 @ 12" O.C. BOTTOM 7' STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 48" @ 6" O.C. FIRST 4'-0" EACH END, THEN © 12" O.C. AT MIDDLE 9„ #5 DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (IN TERIOR/EXTERI R) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER 1/2 "b THREADED -ROD DOUBLE 2"x4" SPF NO.2 CONNECTION SYSTEM STUDS @ 12" O.C. 2"x4" P.T. SYP No.2 BASE COUPLER NUT PLATE w/ DRILLED AND 2%2%1/8" PLATE WASHER EPDXIED 1/2 "Ox12" HOT AND HEX NUT DIPPED GALVANIZED THREADED I I 7" STRUCTURAL STUD AT EACH ALL -THREAD I CONCRETE SLAB CONNECTOR ROD LOCATION { i #5 ©12" O.C. TOP DRILL 10" AND EPDXY EL. +19.25' NAVD EL.+ 0'-0" � TOP OF SLAB TOP OF SLAB _ (+20.35' NGVD) j� • • • • � EL. +18.67' NAVD BOTTOM OF SLAB I r W4"� 4 © 12" O.C. TEMPERATURE EINFORCING EL. +17.75' NAVD7" STRUCTURAL BOTTOM OF GRADE BEAM CONCRETE SLABj -1 1-4"w x 1'-6"d GRADE BEAM #5 C�? 12" O.C. BOTTOM REINFORCED w/ 4-#6 TOP AND GB -1 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR BEARING WALL WZ THREADED ROD CONNECTION SYSTEM SECTION SCALE: 3/4" = V-0" #5 © 12" O.C. BOTTOM #5 ©12" O.C. TOP -\ W/ STD 90° BEND 7" STRUCTURAL CONCRETE LAB SLOPE 1 " a 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL © 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL a_ SHEET S-6 FOR ICF WALL Q LAYOUT J z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE j4EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) 0 N J U � EL. +17.25' NAVD BOTTOM OF GRADE BEAM `-8" CMU "BREAK -AWAY" WALL BELOW, SEE SHEET S-5 GRADE BEAM AT EDGE CONDITION 2'-6" LA SECTION #5 © 12" O.C. BOTTOM 40" EL. +17.58' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST COVERED PORCH STEP DOWN 9" r--� 3 SECTION S-4 SCALE: 3/4" = V-0" FAMILY ROOM SOUTH COVERED PORCH #5 VERTICAL DOWEL - y ILr VVALL J TJ I IlIVI W� 4" CONCRETE CORE w/ 1-#4 HORIZONTAL @ 32" O.C. ! a 1-#5 VERTICAL Q 12" O.C. ALTERNATE SIDE ORIENTATION I I FILL SOLID w/ 3000 psi (PROVIDE FIRST BAR l' -O"± ! CONCRETE. SEE STRUCTURAL ABOVE SLAB) SHEET S-6 FOR ICF WALL 7" STRUCTURAL LAYOUT CONCRETE SLAB °- Q 1-#5 VERT. DOWEL @ 12" O.C. #5 © 12" O.C. BOTTOM - I , w/ STD 90° BEND INTO GRADE `n w BEAM ALIGNED w/ ICF WALL #5 @ 12 O.C. TOP `y �- w/ STD 90° BEND ;j � REINFORCING ABOVE `n SLOPE 2" Jl EL. +19.75' NAVD TOP OF SLAB EL. +18.83' NAVD TOP OF SLAB �j #4 @ 12" O.C. EL. +18.25' NAVD TEMPERATURE Y-�OM OF SLAB REINFORCING • #4 © 12" O.C. TEMPERATURE 1'-4"w x 1'-8"d GRADE BEAM --/REINFORCING REINFORCED w/ 4-#6 TOP AND 1'-4" 4-#6 BOTTOM w/ #3 STIRRUPS 7" STRUCTURAL © 6" O.C. FIRST 4'-0" EACH END, GB -3 CONCRETE SLAB THEN © 12" O.C. AT MIDDLE #5 C�? 12" O.C. TOP 48" #5 @ 12" O.C. BOTTOM EL. +17.58' NAVD BOTTOM OF GRADE BEAM 9„ #5 VERTICAL DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER SCALE: 3/4" - 1'-0" BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS Lt EL. +18.67' NAVD EDGE OF SLAB 1 1 #5 TOP "BENT BAR" © 12" O.C. 1. " 11" STONE TREADS AND RISERS AS PER -1 ARCHITECTURAL PLANS #4 12" O.C. -� _ PATIO AS PER TEMPERATURE _ ARCHITECTURAL PLANS REINFORCING EL. +17.17' NAVD OTTOM OF GRADE #5 BOTTOM BEAM ©12" O.C. -LEL. +16.50' NAVD BOTTOM OF STEPS 1'-4"w x 1'-6"d GRADE BEAM REINFORCED / 4-#6 TOP AND 1'-4" V-2" 8" 5-#4 HORIZONTAL 4-#6 BOTTOMw/ #3 STIRRUPS © 8" O.C., CONTINUOUS AROUND STEPS PERIMETER © 6" O.C. FIRST 4'-0" EACH END, GB -4 THEN © 12" O.C. AT MIDDLE GRADE BEAM AT COVERED PORCH STEPS 8 SECTION S-4 SCALE: 3/4" = 1'-0" 9" #5 VERTICAL DOWEL GRADE BEAM AT SOUTH COVERED PORCH STEP DOWN 7" STRUCTURAL CONCRETE SLAB #4 @ 12 O.C. TEMPERATURE REINFORCING #5 © 12" O.C. TOP W/ STD 90° BEND SECTION SCALE: 3/4" 71'-0" #5 @ 12" 0. C. BOTTOM • 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS © 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB -5 GRADE BEAM AT EAST COVERED PORCH EDGE � SECTION SCALE: 3/4" = 1'-0" REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS EL. +18.67' NAVD EDGE OF SLAB D J N I 07 � 7 STRUCTURAL #5 © 12" O.C. BOTTOM 00 a C� 0 w/ STD 90° BEND INTO GRADE 1 3 SPAN TOP / EI FORCING CONCRETE SLAB H N N N M � , a Ld BEAM ALIGNED w/ ICF WALL t— c W 2-#4 SUPPORT # #5 12" O.C. TOP w/ STD 90 BEND z�¢ c~n REINFORCING ABOVE — EL. +19.25' NAVD Z) m� _ :: �� _ �I Q SLOP E 2„ EL. +19.25' NAVD TOP OF SLAB _ W TOP OF SLAB • (+20.35' NGVD) U) _ Uj EL. +18.83' NAVD W 00 ©12" O.C. 0 TOP OF SLAB W W ct U ti #4 U �UU)<b EL. +18.25' NAVD #5 © 12" O.C. BOTTOM TEMPERATURE _ BOTTOM OF SLAB EL. +17.75 NAVD REINFORCING � W¢p BOTTOM OF GRADE BEAM #4 © 12" O.C. TEMPERATURE 1'-4"w x 1'-8"d GRADE BEAM REINFORCING i 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 1'-4" REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 7" STRUCTURAL 4-#6 BOTTOM w/ #3 STIRRUPS 6" O.C. FIRST 4'-0" EACH END, L- GB -3 CONCRETE SLAB © 6" 0 C FIRST 4'-0" EACH END THEN ©12" O.C. AT MIDDLE # 5 ©12" O.C. TOP THEN © 12" O.C. AT MIDDLE NTERIOR GRADE BEAM AND STRUCTRURAL SLAB � SECTION 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#4 HORIZONTAL © 32" O.C. -1 1-#5 VERTICAL ©12" O.C. ALTERNATE SIDE ORIENTATION FILL SOLID w/ 3000 psi (PROVIDE FIRST BAR 1'-0"f CONCRETE. SEE STRUCTURAL ABOVE SLAB) a_ SHEET S-6 FOR ICF WALL #4 © 12" O.C. Q LAYOUT TEMPERATURE INTERIOR z 1-#5 VERT. DOWEL @ 24" O.C. #5 ©12" O.C. TOP REINFORCING w/ STD 90° BEND INTO GRADE W/ STD 90° BEND 1/3 SPAN OF REINFOR ING N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 2-#4 SUPPORT _� EL. +19.25' NAVD EL.+ 0'-0" _ TOP OF SLAB TOP OF SLAB (+20.35' NGVD) 0 N ,4 EL. +17.08' NAVD Y TOP OF PILE j4EL. +16.75' NAVD BOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35'-0" w/ 1/S-3, SEE PLAN FOR LOCATION 1' 4" #3 TIES AT 12" O.C. 1'-0', PILE CAP AT EDGE CONDITION 4 SECTION _ S-4 SCALE: 3/4" = 1'-0" #5 @ 12" O.C. BOTTOM 7' STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 48" @ 6" O.C. FIRST 4'-0" EACH END, THEN © 12" O.C. AT MIDDLE 9„ #5 DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (IN TERIOR/EXTERI R) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER 1/2 "b THREADED -ROD DOUBLE 2"x4" SPF NO.2 CONNECTION SYSTEM STUDS @ 12" O.C. 2"x4" P.T. SYP No.2 BASE COUPLER NUT PLATE w/ DRILLED AND 2%2%1/8" PLATE WASHER EPDXIED 1/2 "Ox12" HOT AND HEX NUT DIPPED GALVANIZED THREADED I I 7" STRUCTURAL STUD AT EACH ALL -THREAD I CONCRETE SLAB CONNECTOR ROD LOCATION { i #5 ©12" O.C. TOP DRILL 10" AND EPDXY EL. +19.25' NAVD EL.+ 0'-0" � TOP OF SLAB TOP OF SLAB _ (+20.35' NGVD) j� • • • • � EL. +18.67' NAVD BOTTOM OF SLAB I r W4"� 4 © 12" O.C. TEMPERATURE EINFORCING EL. +17.75' NAVD7" STRUCTURAL BOTTOM OF GRADE BEAM CONCRETE SLABj -1 1-4"w x 1'-6"d GRADE BEAM #5 C�? 12" O.C. BOTTOM REINFORCED w/ 4-#6 TOP AND GB -1 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR BEARING WALL WZ THREADED ROD CONNECTION SYSTEM SECTION SCALE: 3/4" = V-0" #5 © 12" O.C. BOTTOM #5 ©12" O.C. TOP -\ W/ STD 90° BEND 7" STRUCTURAL CONCRETE LAB SLOPE 1 " a 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL © 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL a_ SHEET S-6 FOR ICF WALL Q LAYOUT J z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE j4EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) 0 N J U � EL. +17.25' NAVD BOTTOM OF GRADE BEAM `-8" CMU "BREAK -AWAY" WALL BELOW, SEE SHEET S-5 GRADE BEAM AT EDGE CONDITION 2'-6" LA SECTION #5 © 12" O.C. BOTTOM 40" EL. +17.58' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST COVERED PORCH STEP DOWN 9" r--� 3 SECTION S-4 SCALE: 3/4" = V-0" FAMILY ROOM SOUTH COVERED PORCH #5 VERTICAL DOWEL - y ILr VVALL J TJ I IlIVI W� 4" CONCRETE CORE w/ 1-#4 HORIZONTAL @ 32" O.C. ! a 1-#5 VERTICAL Q 12" O.C. ALTERNATE SIDE ORIENTATION I I FILL SOLID w/ 3000 psi (PROVIDE FIRST BAR l' -O"± ! CONCRETE. SEE STRUCTURAL ABOVE SLAB) SHEET S-6 FOR ICF WALL 7" STRUCTURAL LAYOUT CONCRETE SLAB °- Q 1-#5 VERT. DOWEL @ 12" O.C. #5 © 12" O.C. BOTTOM - I , w/ STD 90° BEND INTO GRADE `n w BEAM ALIGNED w/ ICF WALL #5 @ 12 O.C. TOP `y �- w/ STD 90° BEND ;j � REINFORCING ABOVE `n SLOPE 2" Jl EL. +19.75' NAVD TOP OF SLAB EL. +18.83' NAVD TOP OF SLAB �j #4 @ 12" O.C. EL. +18.25' NAVD TEMPERATURE Y-�OM OF SLAB REINFORCING • #4 © 12" O.C. TEMPERATURE 1'-4"w x 1'-8"d GRADE BEAM --/REINFORCING REINFORCED w/ 4-#6 TOP AND 1'-4" 4-#6 BOTTOM w/ #3 STIRRUPS 7" STRUCTURAL © 6" O.C. FIRST 4'-0" EACH END, GB -3 CONCRETE SLAB THEN © 12" O.C. AT MIDDLE #5 C�? 12" O.C. TOP 48" #5 @ 12" O.C. BOTTOM EL. +17.58' NAVD BOTTOM OF GRADE BEAM 9„ #5 VERTICAL DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (INTERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER SCALE: 3/4" - 1'-0" BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS Lt EL. +18.67' NAVD EDGE OF SLAB 1 1 #5 TOP "BENT BAR" © 12" O.C. 1. " 11" STONE TREADS AND RISERS AS PER -1 ARCHITECTURAL PLANS #4 12" O.C. -� _ PATIO AS PER TEMPERATURE _ ARCHITECTURAL PLANS REINFORCING EL. +17.17' NAVD OTTOM OF GRADE #5 BOTTOM BEAM ©12" O.C. -LEL. +16.50' NAVD BOTTOM OF STEPS 1'-4"w x 1'-6"d GRADE BEAM REINFORCED / 4-#6 TOP AND 1'-4" V-2" 8" 5-#4 HORIZONTAL 4-#6 BOTTOMw/ #3 STIRRUPS © 8" O.C., CONTINUOUS AROUND STEPS PERIMETER © 6" O.C. FIRST 4'-0" EACH END, GB -4 THEN © 12" O.C. AT MIDDLE GRADE BEAM AT COVERED PORCH STEPS 8 SECTION S-4 SCALE: 3/4" = 1'-0" 9" #5 VERTICAL DOWEL GRADE BEAM AT SOUTH COVERED PORCH STEP DOWN 7" STRUCTURAL CONCRETE SLAB #4 @ 12 O.C. TEMPERATURE REINFORCING #5 © 12" O.C. TOP W/ STD 90° BEND SECTION SCALE: 3/4" 71'-0" #5 @ 12" 0. C. BOTTOM • 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS © 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB -5 GRADE BEAM AT EAST COVERED PORCH EDGE � SECTION SCALE: 3/4" = 1'-0" REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS EL. +18.67' NAVD EDGE OF SLAB N W E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cck e@gmaii.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE{ ! 0 DI WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL D N Q 07 � (D p 00 a C� 0 N Qco =Q H � N N M � , pp U t— c W Q co z�¢ J — N Z) LU Q 0 U W W LL 12 U) Q Uj Z W 0 W W W ct U ti U �UU)<b (� � W¢p L7Qo �WN Q� W�u-�4 �� O5 L- N W = —¢j t1 Z N W E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cck e@gmaii.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE{ ! 0 DI WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL D �ZO w� WaU =Q "Uw Q SmU pp Wo NZ z�¢ J N W E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cck e@gmaii.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE{ ! 0 DI WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) #4 @ 12" O.C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING Z w/ STD 90° BEND 1/3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" ,� a TOP OF SLAB #5 @ 12" O.C. BOTTOM--/ J GB -2 7" STRUCTURAL CONCRETE SLAB • . . • • -H 1'-4"w x 2'-0"d GRADE BEAM �\ Lo REINFORCED w/ 5-#6 TOP AND `l 5-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GR 8"x8" CMU BOND BEAM w/ 1-#4 x 5'-2" R NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN RETAINING WALL FOOTING @ 5-4" O.C. 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 9"wide x 4"high CONCRETE CURB w/ 1-#4 CONTINUOUS _i GRADE 00 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE a 10 • • • 1'-4" 1'-4" 9" ICF WALL SYSTEM w/ #5 @ 12" O.C. -� �- 4" CONCRETE CORE w/ 2'-8" 1'-4"w x 2'-0"d GRADE BEAM SPACING 1-#5 VERTICAL @ 12" O.C. REINFORCED w/ 5-#6 TOP AND W� :Do r Qa•.. FILL SOLID w/ 3000 psi W 1'-0" @ 6" O.C. FIRST 4'-0" EACH END, CONCRETE. SEE STRUCTURAL / THEN @ 12" O.C. AT MIDDLE cl- SHEET S-6 FOR ICF WALL 8"x8" CMU BOND BEAM w/ 1-#4 x 5 -2 Q LAYOUT W / Z 1-#5 VERT. DOWEL @ 12" O.C. _A//\ COARSES MAXIMUM w/ STD 90° BEND w/ STD 90° BEND INTO GRADE 8" CMU "BREAK -AWAY" WALL INTO FOOTING N BEAM ALIGNED w/ ICF WALL @ 32" O.C. FILL i 9 I i s REINFORCING ABOVE 1,-9„ 8"x16" CONCRETE FOOTING w/ CONCRETE •.•..;.� w/ 2-#4 x 5-2" i i ,14 EL. +19.25' NAVD PROVIDE TEMPORARY d - — TOP OF SLAB BRACING AS REQUIRED, (+20.35' NGVD) DESIGNED BY OTHERS. Q 0j 1/4 "x11/2 "w POLYSTYRENE OR O� c� FOAM COMPRESSABLE BOND BREAK JOINT EACH SIDE #4 VERTICAL IN IL 1/2" CONTROL LEL. +17.25' NAVD CONCRETE FILL D OINT BOTTOM OF GRADE BEAM CELL (TYPICAL) JFORMED NE_ OPREENE GASKET o� w FULL HEIGHT OF LL D W "BREAK -AWAY" WALL TYPICAL I HOLD CONCRETE FILL DOWN U DETAIL xQ 2" FROM TOP OF CMU CELL 26" WE LIJ1E TO ALLOW FOR INTERLOCKING S-5 SCALE: 3/4" = 1'-0" OF THE WALL AND MONOLITHIC �` z GRADE BEAM ABOVE ap �JF- � mti W 6" Q 3 COARSES MAXIMUM W N 8" CMU "BREAK -AWAY" WALL BREAK -AWAY \ w/ 1-#4 VERTICAL @ 32" O.C. 4 0WEL `- 8"x16" CONCRETE FOOTING WEu- w/ 2-#4 x 5'-2" ) NOTE: �O5 INSTALL BREAK -AWAY WALL 1 LL IN 5-4" LONG SEGMENTS. GRADE BEAM AT EDGE CONDITION w/ BREAK -AWAY WALL BELOW 1 SECTION S-5 SCALE: 3/4" = 1'-0" 10'-51 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f a ABOVE SLAB) BEACH BATH #5 @ 12" O.C. TOP SHOWER w/ STD 90° BEND, -- EACH END #4 @ 12" O.C. TEMPERATURE REINFORCING EL. +18.92' NAVD TOP OF SLAB #4 SUPPORT BARS AS REQUIRED 7" STRUCTURAL/ #5 @ 12" O.C. -� CONCRETE SLAB BOTTOM 2'-8" 1'-4"w x 2'-0"d GRADE BEAM SPACING REINFORCED w/ 5-#6 TOP AND W� :Do r Qa•.. 5-#6 BOTTOM w/ #3 STIRRUPS\1' W 1'-0" @ 6" O.C. FIRST 4'-0" EACH END, WaU "Uw / THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM // 8"x8" CMU BOND BEAM w/ 1-#4 x 5 -2 \ w/ 1-#4 x 5'-2" W / Q 1-#4 VERTICAL DOWEL _A//\ COARSES MAXIMUM w/ STD 90° BEND 8" CMU "BREAK -AWAY" WALL INTO FOOTING w/ 1-#4 VERTICAL @ 32" O.C. @ 32" O.C. FILL i 9 I i s CELLS SOLID 1,-9„ 8"x16" CONCRETE FOOTING w/ CONCRETE •.•..;.� w/ 2-#4 x 5-2" i i GRADE BEAM AND SLAB AT BEACH BATH STEPDOWN 5 SECTION S-5 SCALE: 3/4" = 1'-0" PORCH 7" STRUCTURAL CONCRETE SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. TOP --- - w/ STD 90° BIEND #5 @ 12" O.C. - BOTTOM 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM w/ 1-#4 x 5-2" 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1-#5 VERT. DOWEL @ 12" O.0 ,,----l-#5 w/ STD 90° BEND INTO GRADE z BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE ir) 9"wide x 4"high CONCRETE CURB w/ 1-#4 CONTINUOUS EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) 0 • N REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS t mm EL. +19.25' NAVD j� TOP OF SLAB — EL. +18.67' NAVD EDGE OF SLAB • • • • • • GB -5 �l U EL. +17. I / NAVD BOTTOM OF GRADE BEAM BEAM I 0— HOLD CONCRETE FILL DOWN x< HOLD FROM TOP OF CMU CELL LIJ:2 TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC z GRADE BEAM ABOVE 3 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL w/ 1-#4 VERTICAL @ 32" O.C. 8"x16" CONCRETE FOOTING w/ 2-#4 x 5-2" GRADE BEAM AT PORCH EDGE CONDITION w/ BREAK -AWAY WALL BELOW 2 SECTION S-5 SCALE: 3/4" = 1'-0" FAMILY ROOM 48" ISOKERN VENTED FIREPLACE FIREPLACE HEARTH #4 @ 12" O.C. #5 @ 12" O.C. TOP TEMPERATURE w/ STD 90° BEND REINFORCING 1 3 SPAN OF REIN ORCING NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN RETAINING WALL FOOTING @ 5-4" O.C. 2"x4" P.T. SYP No.2 BASE PLATE w/ DRILLED AND EPDXIED 1/2 "Ox8" HOT DIPPED GALVANIZED THREADED STUD @ 24" O.C. #5 @ 12" O.C. TOP w/ STD 90° BEND EL.+ 0'-0" h _ ______ dl TOP OF SLAB #5 @ 12 O.C. BOTTOM ADD 4-#5x8'-6" BOTTOM @ 4" O.C. 2-#4 SUPPORT L_ \ EL.+ 0'-0„ TOP OF SLAB #5 @ 12" O.C. BOTTOM - 7" STRUCTURAL CONCRETE SLAB EL. +17.25' NAVD 1'-4"w x 2'-0"d GRADE BEAM i� BOTTOM OF GRADE REINFORCED w/ 4-#6 TOP AND BEAM 4-#6 BOTTOM w/ #3 STIRRUPS 1'-4"w x 2'-0"d GRADE BEAM @ 6" O.C. FIRST 4'-0" EACH END, REINFORCED w/ 4-#6 TOP AND THEN @ 12" O.C. AT MIDDLE 4" GB -2 4-#6 BOTTOM w/ #3 STIRRUPS 3-#5 EACH WAY ABOVE PILE @ 6 O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 3pcs #3 TIES @ 3" O.C. -� ATT P OF PILE 3 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL 16"0 AUGER CAST PILE PER DETAIL--/ w/ 1-#4 VERTICAL @ 32" O.C. 1/S-3, SEE PLAN FOR LOCATION 2'-7" INCREASE BREAK -AWAY FOOTING SIZE TO 8"x19"wide w/ 2-#4 x 5-2" AT FLARED WALL CONDITIONS • 2"x4" SPF NO.2 STIAR SUPPORT STUDS @ 12" O.C. 2"x2"x1/8" PLATE WASHER #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB SLAB AT STAIR SUPPORT STUDS � SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL a_ SHEET S-6 FOR ICF WALL Q LAYOUT z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE jj� EL. +19.25' NAVD Y TOP OF SLAB (+20.35' NGVD) 0 GB -2 N #4 VERTICAL jj� EL. +17.08' NAVD TOP OF PILE J14EL. +16.75' NAVD BOTTOM OF PILE CA 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35-0" w/ #3 TIES AT 12" O.C. 2'-8" 2'-0" SPACING Q 0 W� :Do EXPOSED SIDE-- 1' W 1'-0" coL1-�ON"' WaU "Uw 2Q Qm O SmU WZ QM ---- I— < J W Q Q 00•:.•'. vowQ� E I o LLJ i 9 I i s N •.•..;.� O i i d - — � W Q U Q O� SOIL SIDE #4 VERTICAL IN IL 1/2" CONTROL Q CONCRETE FILL D OINT CELL (TYPICAL) JFORMED NE_ OPREENE GASKET 5'- 4" w FULL HEIGHT OF LL D W "BREAK -AWAY" WALL TYPICAL 5-4" "BREAK—AWAY' WALL SEGMENT U DETAIL 3 < S-5 SCALE: 3/4" = 1'-0" 2"x4" P.T. SYP No.2 BASE PLATE w/ DRILLED AND EPDXIED 1/2 "Ox8" HOT DIPPED GALVANIZED THREADED STUD @ 24" O.C. #5 @ 12" O.C. TOP w/ STD 90° BEND EL.+ 0'-0" h _ ______ dl TOP OF SLAB #5 @ 12 O.C. BOTTOM ADD 4-#5x8'-6" BOTTOM @ 4" O.C. 2-#4 SUPPORT L_ \ EL.+ 0'-0„ TOP OF SLAB #5 @ 12" O.C. BOTTOM - 7" STRUCTURAL CONCRETE SLAB EL. +17.25' NAVD 1'-4"w x 2'-0"d GRADE BEAM i� BOTTOM OF GRADE REINFORCED w/ 4-#6 TOP AND BEAM 4-#6 BOTTOM w/ #3 STIRRUPS 1'-4"w x 2'-0"d GRADE BEAM @ 6" O.C. FIRST 4'-0" EACH END, REINFORCED w/ 4-#6 TOP AND THEN @ 12" O.C. AT MIDDLE 4" GB -2 4-#6 BOTTOM w/ #3 STIRRUPS 3-#5 EACH WAY ABOVE PILE @ 6 O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 3pcs #3 TIES @ 3" O.C. -� ATT P OF PILE 3 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL 16"0 AUGER CAST PILE PER DETAIL--/ w/ 1-#4 VERTICAL @ 32" O.C. 1/S-3, SEE PLAN FOR LOCATION 2'-7" INCREASE BREAK -AWAY FOOTING SIZE TO 8"x19"wide w/ 2-#4 x 5-2" AT FLARED WALL CONDITIONS • 2"x4" SPF NO.2 STIAR SUPPORT STUDS @ 12" O.C. 2"x2"x1/8" PLATE WASHER #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE SLAB SLAB AT STAIR SUPPORT STUDS � SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL a_ SHEET S-6 FOR ICF WALL Q LAYOUT z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE jj� EL. +19.25' NAVD Y TOP OF SLAB (+20.35' NGVD) 0 GB -2 N Q Q GRADE BEAMS AND SLAB AT FIREPLACE 6 SECTION S-5 SCALE: 3/4" = 1'-0" EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) Cn jj� EL. +17.08' NAVD TOP OF PILE J14EL. +16.75' NAVD BOTTOM OF PILE CA 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35-0" w/ #3 TIES AT 12" O.C. Q0 4" Q 0 W� :Do 1' W 1'-0" Q Q GRADE BEAMS AND SLAB AT FIREPLACE 6 SECTION S-5 SCALE: 3/4" = 1'-0" EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) W Cn Q0 C-4 Q 0 W� :Do W LL coL1-�ON"' WaU "Uw 2Q Qm O SmU WZ QM zC\l I— < J W Q Q o vowQ� T_NM°I o LLJ N O — � W Q U Q O� J IL Q W W Z w LL D W W W12f U ti < LLI r ap �JF- mti W 0 Q W N Q� WEu- �d ) �O5 1 LL N LCL Z W Cn � Q 0 W� :Do W LL WaU "Uw 2Q Qm SmU WZ zC\l < J W Q O m N W E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS Sm5 SHEET 5 OF 17 02/09/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C_ KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL. ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSIIASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174707 cckath gmail.com WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. `° 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE d '' WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL 1-#5 VERTICAL, BELOW @ 12" O.C. AND 1-#4 1-#5 VERTICAL EACH WINDOW SILL @ 12" O.C. ( HORIZONTAL @ 32" O.C. SIDE OF OPENING, (TYPICAL) BRACKET SUPPORTED ROOF, 1-#5 VERTICAL IN 2-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1-#5 VERTICAL AT SEE DETAIL 1/S-8 1-#5 VERTICAL EACH SEE DETAIL ON SHEET S-15 EACH CORNER, SIDE OF OPENING, SIDE OF OPENING, WALL INTERSECTION 9" ICF CHIMNEY WALL SIDE OF OPENING, (TYPICAL) SEE DETAIL 2/S-8 SEE DETAIL 1/S-8 (TYPICAL) SYSTEM w/ 1-#5 VERTICAL SEE DETAIL 1/S-8 1-#5 VERTICAL EACH I _ _...� POOLEQUIPMENT _ @ 12 O.C. AND 1-#4 2-#5 VERTICAL IN ,� - SIDE OF OPENING, TRASH R SHO HVAC �HVAC �� HORIZONTAL @ 32 O.C. THIS CORNER IW I 1 SEE DETAIL 1/S-8 -1 BM -1 STOOP 1 i � � � �� L-12 ' L-11 L 1 L-11 L-11 C1 Wv," wide C1 1- #5 VERTICAL I N LT 5'-4"dp 2'-7'/z"dP '/I " - 2`-7'/z "dP _ ? _ ✓ 2'-7'/z"dP r - +4 CAMBER EACH CORNER, #3 STIRRUPS LUTI 1 __------ ®-- -- --- •• ---- I #YSTIRR #3 STIRRUPS #3 STIRRUPS -I �8 #3 STIRRUPS a��,� R T ®12 O.C. BRCKET € y . . TYPICAL ___ ___-- i --- --- _ -- _ a ------ -------- -- ( ) _ e x _.._z .. -.4 �.� FIREPLACE - I�� I • REFR I 1- 5 VERTICAL EACH L-1 GRILL # c !: -- _5 _VERT1CA.1.. - --------I - -- - - ----- REFRIGERATOR -- # • • i -- SIDE OF OPENING, 21Q T. 5 P N0.2 CLOSET ap g WASHER DRYER i BELOW WINDOW -----________ _ ------------- --- ----- _---_--_--____----� DO BUCK 1 I SINK I i, €€ " 1 I F i l I I O SEE DETAIL 1 /S-8 \_, I _ _._ __- - _. _ _ ______ -_. _...__.__..._. _ ..._ _-_ _„____-__f __________ _. F S-8 4'-7; 10 • 1 9 w x 9 c LUG w/I i TYPICAL „ ( YPICAL)` 8 P1cl L TYPICAL i 1 1 '' [ 1 I 11 1 1 mil I 5 �� i1 ( ) a € 12- 5 VERTICAL AT 11 r ,�1 1 i I I r- € € BEACH ' ,_ ! i # ' 1 CLEA��4NCE „ W 8 2- 5 VERTICAL AT 1 �, mi: .-'W0 2- VERTIC . ! EN ,OF WALL # 1 1 i 6 /2 dx12 �v IN -WALL I 3 �t< VES`T.,IBULE LAUNDRY PANTRY �� ! I c0 � $, I I C Imo. 1 LIINTEL BEAM BE RIING € o _ i "N ' ° - N AT 1 THIS END , (2 L�CATIONS)i , , ' � I1 SE BATT '� CONCRETE COLUMN EACH 1 I N1'A/BOVE -' Nom ®1 -� ,, J i ® € € I I AT EACH €END I., F � m co i FR ` E INTE IOR BE. R,- G WALL 2x8 I I ; 1 SIDE OF OPENING, SEE € + I --_ �`) 9 1 ICF INTERIOR WALL 1' I !' 1 M I I DOUBLE 2 4.__.S No.2 (�12 x4 JACK r , , ; ; 1 ; ; DEA11L 3/S-6 1-#5 VERTICAL, - -- _ - ___._. , - _:--- ria i �cH ENa SYSTEM -! VERTIC;AL BELOW WINDOW ;' 4; ' BENCH ST ` DS @ 12 0 C. (2 "x_ 2" @ ;12" C. 1N1D 4 ELEVATOR I -# T I (+0") FLUSH BEAM,f SILL @ 12 O.C. EQUIPMENT I ' [SINK - _ I ;'-- _____HOIZO TAL 3 -------.'--_______-� 1__________________�______------___-__.L.�____---___-__-_-_-�________-----__-_�------------------------------------- SINK_ (TYPICAL) ( _ _--_---_ _________________ __________________ __--______-__-___ _______________ _----._ a... �.-= I 1� - - _ x4'; FULL HT. ; _ - - CUT, B CK IT FQAM AT - I I T- >f „ ..--------------------------------- - f:_ __- FASTEN I T= RI R s ,1sTUPS ACH END - - 1 1-#5 VERTICAL IN ____ _ �. Q +,€_ - ;, ELEVATOR i E ; ' 1 ` I i 1 2 IN -WALL # BEARING W LLT ° ' ''! f REQiUIR D T IIIP�E FIVE ( E 6 / dx20 �v, _ ---______w__________________ �_y 1 ' tt ' a CONCRETE COLUMN SEE EACH CORNER w.�, �' P ' VIDE _______-_-.. _ "' I i 1 i 1 1 i I € ' ICF WALL SEE , , €„ W $ 2� 112 L ,P N0,2 I I € I I! (TYPICAL) i1 I Iqi ! CLOSET ELVATK NG. 1 I 1 i 1 DETAIIL 4/S-6 DETAIL 6 S 8 g I ! CL ,I €I i ILOCATIONS)U ! I I ,> o €, i! I 1 1 11 1 „' 6" P.T.YP 1 1 (TYPICAL 2 1. I I I Z v i I! _--_- .. lr o LIVING 9 ICF WALL SYSTEM �� i STAIR _ -- , „ ��, KITC EN o I 1 .T. NCS.? 1 I € '}. F� I I _._. �_ 1 _ _2)2.6.__.____ 2._x$.. _8 SINK OST w 1 c SIMR50N ABU66 W/ 1-#5 VERTICAL ,"� '' / P ' r7 ® it ! 1 2"x4" JACK 1 2"x4" JAC 2x4" JACK I € E ! " " ' `' 1 I 1 I 1 CAST BASE. DRILL! 8" AND EPDXY 1 ; 2x10 P.T.: SYP N0.2 I 1 I I @ 12" O.C. AND 1-#4 � 11 �' 1 ff t , i € STUD EACH END S � D EACH END S D EACH EN 1 � I / TH RIE AID ER (-20") I (-2o y (-20') I , HORIZONTAL @ 32" O.C. - i f _ o Dw SII 1 r P/ 1„ "' I I gCOR BUCK OD ONNIEC 0 1 8t x10 HOT DIP D GALVANIZED I I! (TYPIC L) I' (i i t I! d! ! 1 l I I€ w1 I I . I I € ! ! i I I THREADED STUD INTO FOUNDATION , , € EAST m 1-#5 VERTICAL EACH ? 1 ;; __ ______� ___ _ ,_�-__-___ __ �_ __________ ___ ___ ------------------ I_, --------- ;; I 1 SIDE OF OPENING, 2-#5 VERTICAL EACH 1 11 __ _-__FASTEN INTE_ OR ELEVATOR__-_ ___ I r -DETAIL- ---7 T(2-LOCATIONSA__________________�_,.--------- __-______ •• ; 1 I 3 I I PORCH .. WALI1 T ICF 1WA- , SEE1 I i 1 '' I' 11 1 SIDE OF OPENING, i I - SEE DETAIL 1 /S-8 _. _ mr_ -------------- LOWER ICF WAL 12 TO C1�2 x12 IN-WALL1 I _ °° +I I I SEE DETAIL 2/S-8 DEtAIL %- , 1 I i 1 ' I _ -_ _•__TRECEIVE FLOOR HEADER CONCRETE COLUMN,! EACH I I „.€i! ! i i i i € i � ' i 1/2 CDX PYWOOD CEILING a 2->#5 VERTIC LI BEAM EACH dl�D 5111 E OF OPENING �EE E j , E f OPENING,! to 1:1 ( FOYER I AT 1 THIS END i I 1 1 ' ( I f, >f I; i 1 c0 a DIAPHRAGM. FASTEN w/ 8d 11 € ! , , �o i 1 DETAIL 3/S-6 0o I I 12' COMMON WIRE NAILS @ 6" O.C. iii ' li' w: a i i i 1 >, „ i I� 1N� € I 1 i i i i i ' 1 i i 1 „ ,>1 1 _j ! I I 2x10 P.T. _ 11 i I ENTRY ;�� 1 6 /2 dx12 w IN -WALL ® 1-'# VERTICAL EACH SYP N0.2 3�JCK 6 / dx12 ' IN -WALL J CO EDGES AND 6 O.C. FIELD. € "' 2 (I ! i I ! :I .'3.� . of ! ! i ( SI ' OF OPE JUNG, i i i i i i 1 i I I I c i CONCRETE COLUMN EACH CONCRETE COLJII/1N, EACH I_ N �I € t I ' 1-#5 VEfTICAL AT 1 I I I I (T 1 I 1g� �Y. PORCH J NM ®1 1 1 SIDE OF OPENING, SEE ___' ..._.__ S_EE_._DETAIL__; 6_-8___ ,_, , -_�_.- W____i END OF WALL 3 SIDE OF OPENING, SEE 1 i 1 € + E 8: 1 s�: -�8 i _ TAIL 3/S-6 i -------------- ------ 1 I IL 3/S-6 1 ! I I I € I. .• .:. ! ! 1 �'-� - __ ________ ____-- SIMPSON (TYPICAL= , - ; , I,� ------------------------------------ -------------- , Pig _� I D .�:-------- _____ �______ --; MOT____.____-_--_-____-.__,.______.__ __ AHOVE __ �.s__________.__ _______-_____________________________ I €€ f-, I 1 ., •. a ---- ' OST - -POS I . j n=_ __---------------- ___-- _.._--- ---- ----- - � - - �. (J _-- -- _ A (3)1.75"x11.25" 2.0E� ---------------------------------- i1 _ ___ -- -._ _. -._ ._ ._.._.__.._ _ I Y-------____-___--_ ------------------ MICRO -AM LVL 1 € a SIM ON I I lw 12" LUG 12 CMU 45° CORNER HEADER BEAM AT M _ _ _... ___..___ »___ �1 t __a _- 5__ , € BEAM COLUMN, L-14 .•'1 -L` 4 I$ I1 111 SEE DETAIL 2/S-6. _ I (TYPICAL 2 LOCATIONS)`. `` 2pcs 2x10 SYP No.2 4 € #3LTIRR Ps i I i 2-#5 VERTICAL IN X11 #3 STIRRUPS. / STIRR PS VERTICAL STRUCTURAL I W" o.c\ # W" 0.6:. tl THIS CORNER I l" € I C2 �° ®W" o.c. I- 1 ABOVE I 1,1 I l 2 \`\ x�'\ MULL STUDS, SEE, -�' a I #� .3 �. SOUTHEAST I iii i i r7 „ m I r v 1@ I I oy DETAIL 5/S-6 .1: I I I 1 I 2 Q . SOUTHWEST 'D DI INC ' I , PORCH , ,co \. f xd. xo It +€ � F oo� '' I I `I � `�o PORCH NN ®,. , I J -NN I I I 1 I.� ;1.1 . �BM=2 .BM_2 .. .• . BM -2 I I� ; 1BM-1 I � I I 1 1 I i 81/2 wide € 12" wide 12" wide 12" wide 12" wide 12" wide I I ! ! +I/4" CAMBER CAMBER +'�4" CAMBER --- NO CAMBER - _-- +'�4" CAMBER - +�/s" CAMBER _ _. - - _-___-- ___ _ __--___-_____________________ ____--____-_ IRt 1/2" CDX PYWOOD CEILINGW=,�----=_---- _---------------------- _ ==_ _--==-====- ------------------- ! i i _..... _'- .. rc'-. -.war • / t a - - ,'- -s.w_.....---s„-..-_--. a- .,:.... -- .c..,..a,..m� �w ��:_. mom.._®_.s..._?=® .:�.�.� :s::�_�_ :�x:a�=x ---------- -------- -----------------! DIAPHRAGM. FASTEN w/ 8d C2 ____ ______ -- =------_--___--_----- - ---- ---- ------ __ . _- \ 1- .5 VERTICAL, _________ __________________ . COMMON WIRE NAILS @ 6 O.C. =- - \# EDGES AND 6" O.C. FIELD. C1 BELOW WINDOW C1 C1 C1 C1 SILL. @ 12 O.C. 12"x12" CMU COLUMN w/ �` ,','A, (TYPICAL) h 6 12"x12" CMU COLUMN w/ 1/2" CDX PYWOOD CEILING 85/$"wide REINFORCED 1-#5 VERTICAL IN EACH ��:� \� ''' ,`,\ .bq C2 1-#5 VERTICAL IN EACH DIAPHRAGM. FASTEN w/ 8d CONCRETE BEAM, CORNER, SEE DETAIL 1/S-6. ®�''�� as �y'c;-1 ABOVE CORNER, SEE DETAIL 1/S-6. COMMON WIRE NAILS @ 6" O.C. SEE DETAIL 13/S-8 �. (THIS 1 LOCATION) °q'Os . -��` •_ �..�-�_.<-��. � ��®�.� (TYPICAL 9 LOCATIONS) EDGES AND 6" O.C. FIELD. 1-#5 VERTICAL EACH -- L -15\-l-#5 VERTICAL EACH 12"wide REINFORCED SIDE OF OPENING, 2' 7'/,"dp SIDE OF OPENING, CONCRETE BEAM, #3 STIRRUPS SEE DETAIL 13 S-8 SEE DETAIL 1/S-8 ® 2" O.C. SEE DETAIL 1/S-8 61/2 "x20" IN -WALL - » CONCRETE COLUMN FIRST LEVEL 9 1CF WALL FRAMING PLAN w45 I BM_ INDICATES CONCRETE BEAM AS PER DETAILS ON SHEET S-8 FB_ INDICATES 2.0E MICROLAM LVL FLOOR BEAM. SEE PLAN FOR SIZE -V-ERTIc_A.L___ EACH FACE SCALE: 1/4" = 1'-0' 6 /2 X20 I N - WALL CON CR ETE COLUMN AT DOOR/WINDOW OPENING 4 DETAIL - NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER <4 4 n �a co 0) 1) ALL INTERIOR LOAD BEARING WALLS DBL 2"x4" SYP No.2 TOP PLATE, DOUBLE SHALL BE CONSTRUCTED w/ ° 2"x4" SPF No.2 STUDS °, a 2"x10" P.T. SYP No.2 DOOR BUCK @ 12" O.C., AND 2"x4" P.T. SYP N6.2 BOTTOM PLATE, U.N.O. p N 2) ALL INTERIOR ELEVATOR BEARING WALLS SHALL BE CONSTRUCTED w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS ° -- -- -------- - ---- -- I " O.C. AND 2"x4" P.T. SYP No.2 BOTTOM PLATE U.N.O. i -�-� __. @ 8 9 I F 3) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS HTS24 MSTA24 MGT INTERIOR WALL SYSTEM MANUFACTURED BY TRUS JOIST Ma cMILLAN OR EQUAL. 1 » » 115/$„ 12"x12" CMU COLUMN •, : •. -rwl 4-#5 VERTICAL AND #3 TIES @ 12" O.C. i�. FILL SOLID w CONCRETE 12"x12" CMU COLUMN AT EAST COVERED PORCH AND SOUTHEAST COVERED PORCH 1 DETAIL S-6 SCALE: 3/4" = 1'-0" /"wide REINFORCED � 2-#5 VERTICAL EACH CID BEAM, �� /4,- END CELL. FILL E DETAIL 13/S-8 SOLID w/ CONCRETE co 0 u t 3 7- 3-#5 VERTICAL AT 143 CENTER CELL. FILL SOLID w/ CONCRETE 12" CMU 45° CORNER COLUMN 1 AT SOUTHWEST COVERED PORCH -14 r2 -- DETAIL S-6 SCALE: 3/4 = 1'-0" x12" CMU COLUMN w/ #5 VERTICAL IN EACH RNER, SEE DETAIL 1/S-6. YPICAL 9 LOCATIONS) EXTERIOR 12" 61/2"x12" IN -WALL 1-#4 HORIZONTAL CONCRETE COLUMN 3" 6" 3" @ 32" O.C. w 2-#.5 VERTICAL E L EACH FACE 2"x10" P.T. SYP No.2 DOOR BUCK --� �+-- a--° • �,--- ri-=-*--- o, a a _.......... _ a a C_ 9" ICF INTERIOR WALL SYS EM T 61/9"x12" IN -WALL CONCRETE COLUMN AT DOOR/WINDOW OPENING r,3-� DETAIL S-6 SCALE: 11/2 " = 1'-0" 12" 1-#4 HORIZONTAL 3" 6" 3" EACH FACE, @ 16" O.C. INDICATES ICF LINTEL BEA , SEE NOTE: SPLICE ALL MULTI -PLY L-1 STRUCTURAL SHEET S-9 FLOOR BEAM FLUSH w/ FLOOR ° I 11.25" MICROLAM LVL FLOOR BEAM TRUSSES t TOGETHER w/ 5 ROWS 12d RING ♦ INDICATES 1pc SIMPSON MGT (_20") INDICATES TOP OF INTERIOR ° ° WINDOW WIND❑W SHANK COMMON WIRE NAILS x INDICATES 1pc SIMPSON H S24 FLOOR HEADER BEAM BELOW TOP A35 @ 12 O.C., EACH LAYER TWISTED STRAP OR SIMPSON OF FLOOR TRUSSES MSTA24 FLAT STRAP INDICATES MASONRY COLUMN AS � G PER STRUCTURAL SHEET S-6 � EXTERIOR „ • INDICATES /2 0 THREADED ROD /2 CDX PLYWOOD 2pcs 2 x10 SYP No.2 MULL STUDS SEE STRUCTURAL SHEET S-16 WALL SHEATHING SPLICE TOGETHER w/ 3 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER VERTICAL CENTER MULL AT FIRST LEVEL FOYER WINDOWS 5 DETAIL S-6 SCALE: 11/2" = 1'-0" INDICATES INTERIOR BEARING _= INDICATES HEADER BEAM � ,> INDICATES /2 CDX PLYWOOD CEILING DIAPHRAGM I BM_ INDICATES CONCRETE BEAM AS PER DETAILS ON SHEET S-8 FB_ INDICATES 2.0E MICROLAM LVL FLOOR BEAM. SEE PLAN FOR SIZE 1pc SIMPSON BOTTOM, EACH w/ 12-8d x A35 TOP AND SIDE. FASTEN i 1 /2" COMMON WIRE NAILS. INTERIOR - - 6 /2 X20 I N - WALL CON CR ETE COLUMN AT DOOR/WINDOW OPENING 4 DETAIL - NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER <4 4 n �a co 0) C) -- - -�- S-6 SCALE: 11/2" = 1'-0" p N o a. a , 00 I =Q INDICATES ICF LINTEL BEA , SEE NOTE: SPLICE ALL MULTI -PLY L-1 STRUCTURAL SHEET S-9 FLOOR BEAM FLUSH w/ FLOOR ° I 11.25" MICROLAM LVL FLOOR BEAM TRUSSES t TOGETHER w/ 5 ROWS 12d RING ♦ INDICATES 1pc SIMPSON MGT (_20") INDICATES TOP OF INTERIOR ° ° WINDOW WIND❑W SHANK COMMON WIRE NAILS x INDICATES 1pc SIMPSON H S24 FLOOR HEADER BEAM BELOW TOP A35 @ 12 O.C., EACH LAYER TWISTED STRAP OR SIMPSON OF FLOOR TRUSSES MSTA24 FLAT STRAP INDICATES MASONRY COLUMN AS � G PER STRUCTURAL SHEET S-6 � EXTERIOR „ • INDICATES /2 0 THREADED ROD /2 CDX PLYWOOD 2pcs 2 x10 SYP No.2 MULL STUDS SEE STRUCTURAL SHEET S-16 WALL SHEATHING SPLICE TOGETHER w/ 3 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER VERTICAL CENTER MULL AT FIRST LEVEL FOYER WINDOWS 5 DETAIL S-6 SCALE: 11/2" = 1'-0" INDICATES INTERIOR BEARING _= INDICATES HEADER BEAM � ,> INDICATES /2 CDX PLYWOOD CEILING DIAPHRAGM WALL BM_ INDICATES CONCRETE BEAM AS PER DETAILS ON SHEET S-8 FB_ INDICATES 2.0E MICROLAM LVL FLOOR BEAM. SEE PLAN FOR SIZE 1pc SIMPSON BOTTOM, EACH w/ 12-8d x A35 TOP AND SIDE. FASTEN i 1 /2" COMMON WIRE NAILS. INTERIOR - - 6 /2 X20 I N - WALL CON CR ETE COLUMN AT DOOR/WINDOW OPENING 4 DETAIL - NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER Q� W co (+0") INDICATES TOP OF INTERIOR C) Q S-6 SCALE: 11/2" = 1'-0" INDICATES ICF LINTEL BEA , SEE NOTE: SPLICE ALL MULTI -PLY L-1 STRUCTURAL SHEET S-9 FLOOR BEAM FLUSH w/ FLOOR ° I 11.25" MICROLAM LVL FLOOR BEAM TRUSSES t TOGETHER w/ 5 ROWS 12d RING ♦ INDICATES 1pc SIMPSON MGT (_20") INDICATES TOP OF INTERIOR ° ° WINDOW WIND❑W SHANK COMMON WIRE NAILS x INDICATES 1pc SIMPSON H S24 FLOOR HEADER BEAM BELOW TOP A35 @ 12 O.C., EACH LAYER TWISTED STRAP OR SIMPSON OF FLOOR TRUSSES MSTA24 FLAT STRAP INDICATES MASONRY COLUMN AS � G PER STRUCTURAL SHEET S-6 � EXTERIOR „ • INDICATES /2 0 THREADED ROD /2 CDX PLYWOOD 2pcs 2 x10 SYP No.2 MULL STUDS SEE STRUCTURAL SHEET S-16 WALL SHEATHING SPLICE TOGETHER w/ 3 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER VERTICAL CENTER MULL AT FIRST LEVEL FOYER WINDOWS 5 DETAIL S-6 SCALE: 11/2" = 1'-0" N W E S SCALE: 1/4" = V-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 628-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccka e@ it `om,y 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE a� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL O� W� ::)o N 00 Q� W co Q0 N C) Q co p N m 00 Q� =Q U o W Q = - O � mU F- N � - z�a d uj `� QN c:, W UQu)-r-, J n- co Q WW LL x 00 UJ UL D W U W W I >U �Ucn<b >J W mti I u i <CcnWN Q�w�u'�4 p a o Z 0- N W E S SCALE: 1/4" = V-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 628-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccka e@ it `om,y 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE a� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL O� W� ::)o WaU =Q c-) Q Lu pp WNZ mU z�a J N W E S SCALE: 1/4" = V-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 628-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. ccka e@ it `om,y 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE a� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 2-#5 VERTICAL IN 4"w X 61/2" SHORT WALL SEGMENT 1-#5 VERTICAL EACH SIDE OF OPENING, SEE DETAIL 1/S-8 1-#5 VERTICAL IN 1 L= 21 EACH CORNER, I I #3 STIRRU. (TYPICAL) ®12 °M` 1-#5 VERTICAL EACH ADD 2-#5x8'-0" AT BOTTOM OF THE ICF WALL TO SPAN OVER THE WASHER AND DRYER WALL OFFSET #5 VERTICAL JEACH ROOF BELOW SIDE OF OPENIN , SEE DETAIL 1/S-8 L-21 L- 1 L-21 #3 STIRRUPS #3 STIRRUPS #3 STIRRUPS ® 12" O.C. 0 12 O.C. ® 12" O.C. SIDE OF OPENING, 1-#5 VERTICAL,) SEE DETAIL 1/S-8 CENTERED BELOW • WINDOW SILL �� II (TYPICAL) N o l J f` OFFICE ARCHITECTURAL BRACKET DESIGNED BY OTHERS (NON-STRUCTURAL) � U U -I O Q W > N L Q cn 1-#5 VERTICAL EACH 1 SIDE OF OPENING, I SEE DETAIL 1 /S-8 9" ICF WALL SYSTEM AT STAIR w/ 1-#5 VERTICAL @ 12" O.C. AND 1-#4 HORIZONTAL @ 32" O.C. N �o � EE / E I 1-#5 VERTICAL IN EACH CORNER, N IN (TYPICAL) -� V® 2-#5 VERTICAL EACH SIDE OF OPENING, SEE DETAIL 2/S-8 2-#5 VERTICAL EACH SIDE OF OPENING, SEE DETAIL 2/S-8 STAIR HALL € F 2"x10" P. T.1 111 SYP NO.2J-� TOR BUCK (TYPICAL) FFfC.E VEST40E OFFICE CLOSET r____________ _ I I \ \ I I I -------- --------.y\ ' 7 i I `\ .f I \ ` I I 1Fi \l\{ i 1-#5 VERTICAL, CENTERED BELOW WINDOW SILL AND BELOW STRUCTURAL MULL (TYPICAL) BEDROOM /2 tj 2pcs 2"> I SYP No.2 VERTICAL STRUCTURAL MULL `fUDS, SEE DETAI 5/S-6 <'\ (3 L CATIONS) 0 ��P fir' °gGAs \ S-7 TYPICAL 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 24" O.C. AND 1-#4 HORIZONTAL @ 32" O.C. VESTIBULE 2 )2" E� ELEVATOR 1')2"x4" J D EACH ELE\ `ATC VESTIBUI SHOWER L- 21 #3 STIRRUPS ® 12" O.C. 1-#5 VERTICAL IN EACH CORNER, (TYPICAL) BELOW L- 21 L- 21 #3 STIRRUPS #3 STIRRUPS ® 12" O.C. ® 12" O.C. W.C. % BATH 1 9" ICF IN rERIOR WALL SCALE: 1/4" = 1'-0' NOTE: SPLICE ALL MULTI -PLY 1-#5 VERTICAL j @ 12" nJ Dl -#4 HORIZ NAL 32" O.C. SHOWER LOAD BEARING WALLS SHALL BE CUT C ICF FOAM AS m No.2 TOP PLATE 4- RECEIVE LINEN X P. N SY [�NK]N0,2 ELEVA PLATE, U.N.O. I -LO KING. _--__ ------ owQd. ; -GALLERY-____-I i FAS IN I I ! T IOR ELEVA R o - WAIL -3T0 ICr -W LL -i --SEE-' SETA; ---SIMILAR ® r N FF NICHE M. CLOSET 2 WID I S LAU L�f� SHOWER I I BRICK VENEER AS PER ARCHITECTURAL PLANS 1-#5 VERTICAL - AT EACH CORNER FRAME UPPER CHIMNEY w/- 8" CMU WALL w/ 1-#5 VERTICAL @ 16" O.C. , REINFORCED ISOKERN FLUE, SEE SHEET S-16 -DRILL 3" AND EPDXY #3x18" "BENT BARS" @ 24" O.C., VERTICALLY 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 24" O.C. AND 1-#4 -, HORIZONTAL @ 32" O.0 18" -1 6" #3 BENT BAR 2-#5 VERTICAL IN THIS CORNER 1pc SIMPSON HGUS5.50/14 FACE MOUNT HANGER, SEE DETAIL 3/S-7 �� '•" •• � ---__ (�,)1 75_x14 D _� 0� _ , -------- _-_-_-M14CRGLAM---LVL-.__ r_5l�d�it�i_ •• 1I. >ROOF HEADER BEAM. MCT'. CAI FROM ADD #5 VERTICAL AT '`` •• �, '. ' • ;' I "dx9"w COLUNIN BELOW 8"CMU FILLED CELLS ABOVE +' o ..�; I i J Q€ \ (T PICAL) N Jm I 61/2"dx12"w IN -WALL a�j ... o��#. CLOSET' CONCRETE COLUMN, THIS moo' `��, , LINEN 1 ; m i ¢,. F� x0wi SIDE OF OPENING, SEE ¢ ; I J �, � Ln 0OI . , I SILL\/'/"/)'CON DROOM l;_ �_ _ TYPI AL VES IBULE --. --------- mm --� ®`.- �/ I : _ _-- --___ SIMPSONmm___________ � I MGT /2"dx20"w IN -WALL •�----- - - CRETE COLUMN, SEEHVACDETAIL4/S-6{�,.PICAL 2 LOCATIONS)m �0,.________________ 1 ALLERYSTIBULE"x10" P.T. SYP p�N�I O.2 DOORi I I ( PICAL)' `�'Jm I I I "'' Oo L.__._..__®__________J .. M. CLOSET 1 . f SIN K SINK SIN-- K i BATH 2 I BATH I GIRDER ROOF TRUSS i C V RED �QI.,II I 13A C NY -X-iwj {I{ Lo Uzi I 1 ---IA VEST. 1 .01 O I Who' I a 61/2 "dxl 2"W IN -WALL 1. � 2pcs SIMPSON HTS24 a COtICRETE -COLUMN, THIS ;. : '. •; ; I I TWISTED STRAPS EACH SIDE OF OOENING, SEE SIDE ATTOP OF WALL _ , ------------ I _ DETAIL 3/S-6 II mm ..I I. • S MPSON I MGT lid __._...... I MATER BEDROCCM�__-�_.� ---------------- i I O i I I 1-#5 VERTICgL'; __-__.________._�� N?ml # I CENTERED BELOW , I Qo; ' WINDOW SILL (TYPICAL) w � �� .. X[if °00 . =1 1 1-//#5 VERTICAL EACH 4-#5 THIS' r.�o1 M. VE ; S'jDE OF OPENING, SIDE OF, ;' ` M1.75"x14.0" 2.0E Of ' SEE DETAIL 1 /S-8 OPENING _mm . MICROLAM LVL slMPsoN.. I _--------ROQF HAPR SAM ------MGT --__ �.. L- 22 L- 21IMPSON SIMPSON _ - SIMPSON • MGT MGT L- 21 L- 21 L- 21 HGUS5.50/14 #3 STIRRUPS #3 STIRRUPS ' ° <, i I 3 STIRRUPS #3 STIRRUPS #3 STIRRUPS 1-#5 VERTICAL IN I I # 2-#5 VERTICAL IN ®6" O.C. ®12 O.C. I I ,� i ! ®12" O.C. ®12" O.C. 0 12" O.C. EACH 45° CORNER,i__-_ _ THIS CORNER _....... _.__-- __ ........ ___ _ (TYPICAL) 2-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1� ` T e / I I \\--1pc SIMPSON MGT 9" ICF WALL SYSTEM 1-#5 VERTICAL EACH SIDE OF OPENING SIDE OF OPENING I I ®e��`� ��Jeo I I AT GIRDER TRUSS, w/ 1-#5 VERTICAL SIDE OF OPENING, SEE DETAIL 2 S-8 SEE DETAIL 1 S-8 I I `' s _ -- ��--,,--� --, -{ �I SEE DETAIL 1/S-11 @ 24" O.C. AND 1-#4 SEE DETAIL 1/S-8 / / ��__� __T__� ___________ > ® x (TYPICAL 2 LOCATIONS) HORIZONTAL @ 32" O.C. 2-#5 VERTICAL IN #3 STIRRUPS 3-#5 VERTICAL, 1-#5 VERTICAL EACH ® s" O.C. EACH 45° CORNER, BELOW WINDOW SIDE OF OPENING, (TYPICAL) SILL (TYPICAL) SEE DETAIL 1/S-8 NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. SECOND LEVEL_ ICE WALL FRAMING PLAN SCALE: 1/4" = 1'-0' NOTE: SPLICE ALL MULTI -PLY ::) nJ QC3) PER DETAILS ON SHEET S-8 2"x8" HEADERS TOGETHER w/ d. 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER , DBL 2"x4" SYP No.2 TOP PLATE DOUBLE 2"x4" SPF No.2 STUDS INDICATES 2.0E MICROLAM LVL FLOOR BEAM. SEE PLAN FOR SIZE N @ 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. I 00 r ° ° 2) ALL INTERIOR ELEVATOR BEARING WALLS SHALL BE CONSTRUCTED I• ° w/ DBL 2"x4" SYP No.2 TOP PLATE, 2"x4" SPF No.2 STUDS U @ 8" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. 3) ALL FLOOR BEAMS SHALL BE 1.9E MICROLAM LVL BEAMS AS HTS24 MSTA24 MGT MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. L-1 INDICATES ICF LINTEL BEAM, SEE C# NOTE: SPLICE ALL MULTI -PLY STRUCTURAL SHEET S-9 PER STRUCTURAL SHEET S-6 14.0" MICROLAM LVL ROOF BEAM TOGETHER w/ 5 ROWS 12d RING ♦ INDICATES 1pc SIMPSO MGT SHANK COMMON WIRE NAILS x INDICATES 1pc SIMPSO HTS24 @ 12 O.C., EACH LAYER TWISTED STRAP OR SIMPSON MSTA24 FLAT STRAP WINDOWS OPENING AS PER PLAN ADD 1-#5 HORIZONTAL AT WINDOW SILL LOCATION 6"x6" P.T. SYP No.2 POST 1 pc SIMPSON ABU66 POST BASE. DRILL 8" AND EPDXY 5/8 "OX10" HOT DIPPED GALVANIZED THREADED STUD. FASTEN w/ 12-16d HOT DIPPED GALVANIZED COMMON WIRE NAILS DINING ROOM 6"x6" POST w/ SIMPSON ABU66 POST BASE 1 DETAIL_ S-7 SCALE: 3/4" = 1'-0" 6"x6" P.T SYP No.2 (3)1.75"x11.25" 2.0E POST BELOW MICROLAM LVL DINING [ROOM FLOOR HEADER BEAM 1/2" CDX PYWOOD CEILING DIAPHRAGM. FASTEN w/ 8d 2pcs SIMPSON HTS24 TWISTED STRAPS OR 2pcs SIMPSON MSTA24 COMMON WIRE NAILS @ 6" O.C. FLAT STRAPS FROM EACH FLOOR EDGES AND 6" O.C. FIELD. HEADER BEAM TO THE 6"x6" POST DINING ROOM FLOOR HEADER BEAM BEARING AT 6"x6" POSTS 2 DETAIL_ S-7 SCALE: 11/2" = l'-0" 12"x12" CMU COLUMN w/ 1-#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-6. (TYPICAL 4 LOCATIONS) 9" ICF WALL FORMS 3ply 1.75"x14.0" 2.0E MICROLAM LVL REAR COVERED BALCONY ROOF HEADER BE ° 1 pc SIMPSON HGUS5.50/14 FACE MOUNT HANGER. FASTEN w/ 22-16d COMMON CREATE 10" wide CONCRETE WIRE NAILS INTO BEAM AND LUG ON EXTERIOR SIDE OF 18pcs 1/4"Ox23/4" TAPCONS ICF WALL TO RECEIVE INTO 9" ICF LINTEL BEAM LUG SIMPSON HANGER ROOF BEAM TO ICF WALL LUG CONNECTION 3 DETAIL S-7 SCALE: 3/4" CENTER OF EACH WINDOW AND AT EACH STRUCTURAL MULL LOCATION TYPICAL SILL AT WINDOW OPENING wf STRUCTURAL MULLS 4 ELEVATION S-7 SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. 2-#5 VERTICALS EACH SIDE OF WINDOW OPENINGS AS PER PLAN INDICATES INTERIOR BEARING WALL BM_ INDICATES CONCRETE BEAM AS NOTE: SPLICE ALL MULTI -PLY ::) nJ QC3) PER DETAILS ON SHEET S-8 2"x8" HEADERS TOGETHER w/ coo _= INDICATES HEADER BEAM LL �- 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER O co 1 INDICATES /2 CDX PLYWOOD CEILING DIAPHRAGM 00 FB _ INDICATES 2.0E MICROLAM LVL FLOOR BEAM. SEE PLAN FOR SIZE N UQ Q ui INDICATES MASONRY COLUMN AS L-1 INDICATES ICF LINTEL BEAM, SEE C# NOTE: SPLICE ALL MULTI -PLY STRUCTURAL SHEET S-9 PER STRUCTURAL SHEET S-6 14.0" MICROLAM LVL ROOF BEAM TOGETHER w/ 5 ROWS 12d RING ♦ INDICATES 1pc SIMPSO MGT SHANK COMMON WIRE NAILS x INDICATES 1pc SIMPSO HTS24 @ 12 O.C., EACH LAYER TWISTED STRAP OR SIMPSON MSTA24 FLAT STRAP WINDOWS OPENING AS PER PLAN ADD 1-#5 HORIZONTAL AT WINDOW SILL LOCATION 6"x6" P.T. SYP No.2 POST 1 pc SIMPSON ABU66 POST BASE. DRILL 8" AND EPDXY 5/8 "OX10" HOT DIPPED GALVANIZED THREADED STUD. FASTEN w/ 12-16d HOT DIPPED GALVANIZED COMMON WIRE NAILS DINING ROOM 6"x6" POST w/ SIMPSON ABU66 POST BASE 1 DETAIL_ S-7 SCALE: 3/4" = 1'-0" 6"x6" P.T SYP No.2 (3)1.75"x11.25" 2.0E POST BELOW MICROLAM LVL DINING [ROOM FLOOR HEADER BEAM 1/2" CDX PYWOOD CEILING DIAPHRAGM. FASTEN w/ 8d 2pcs SIMPSON HTS24 TWISTED STRAPS OR 2pcs SIMPSON MSTA24 COMMON WIRE NAILS @ 6" O.C. FLAT STRAPS FROM EACH FLOOR EDGES AND 6" O.C. FIELD. HEADER BEAM TO THE 6"x6" POST DINING ROOM FLOOR HEADER BEAM BEARING AT 6"x6" POSTS 2 DETAIL_ S-7 SCALE: 11/2" = l'-0" 12"x12" CMU COLUMN w/ 1-#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-6. (TYPICAL 4 LOCATIONS) 9" ICF WALL FORMS 3ply 1.75"x14.0" 2.0E MICROLAM LVL REAR COVERED BALCONY ROOF HEADER BE ° 1 pc SIMPSON HGUS5.50/14 FACE MOUNT HANGER. FASTEN w/ 22-16d COMMON CREATE 10" wide CONCRETE WIRE NAILS INTO BEAM AND LUG ON EXTERIOR SIDE OF 18pcs 1/4"Ox23/4" TAPCONS ICF WALL TO RECEIVE INTO 9" ICF LINTEL BEAM LUG SIMPSON HANGER ROOF BEAM TO ICF WALL LUG CONNECTION 3 DETAIL S-7 SCALE: 3/4" CENTER OF EACH WINDOW AND AT EACH STRUCTURAL MULL LOCATION TYPICAL SILL AT WINDOW OPENING wf STRUCTURAL MULLS 4 ELEVATION S-7 SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. 2-#5 VERTICALS EACH SIDE OF WINDOW OPENINGS AS PER PLAN 0 LL1 De ::) nJ QC3) Z� coo W LL �- , O co Q 00 =U N UQ Q ui Q 00 r owQd. 1- o z O tjj CD COIt F- r N = Lu U��0) W W J W U) Q W LL Z W LU W Z � U ti U_ �UUjWo J W J m Lu C) o<vLu Q� wELL:D � �OCD oarn j LL Q N W = LL Z a SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE SECOND LEVEL ALL REINFORCIN PLAN Sm7 SHEET 7 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRNTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 cckathe@gmall. �, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �' � �I 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ,�p �, INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE t 'I�"� � � 'J� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 V OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 LL1 De ::) Z� W LL Q =U UQ Q ui W W mU a� 1- N z r SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE SECOND LEVEL ALL REINFORCIN PLAN Sm7 SHEET 7 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRNTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 cckathe@gmall. �, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. �' � �I 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE ,�p �, INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE t 'I�"� � � 'J� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 V OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 9" ICF WALL DETAILS OPENINGS TO 3'-4" WIDE, PROVIDE 1–#5 VERTICAL EACH SIDE OF OPENING. LOCATE BAR AT CENTER OF WALL AS SHOWN. 3 1–#5 VERTICAL © 12"/24" O.C., SEE PLAN N 9" ICF WALL � WINDOW/DOOR c� FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 3'-6" MAX., #4 HORIZONTAL SEE PLAN © 32" O.C. PLAN VIEW AT TYPICAL 9" ICF WINDOW/DOOR OPENING UP TO S-4" WIDE UP TO 11'-0" WALL HT. 1 DETAIL S-8 SCALE: 3/4" = 1'-0" FOR OPENING OVER 3'-6" TO 6'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. � w w 2"x10" P.T. SYP NO.2 WINDOW/DOOR BUCK, 1–#5 VERTICAL TYPICAL C�? 12 /24 O.C., SEE PLAN ^N 9" ICF WALL WINDOW/DOOR FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 6'-4" MAX., SEE PLAN PLAN VIEW AT TYPICAL 9" ICF WINDOW/DOOR OPENING UP TO 4'-4" WIDE UP TO 11'-0" WALL HT. FOR OPENING OVER 6'-4" TO 7'-8" WIDE, PROVIDE 2–#5 VERTICAL EACH FACE, EACH SIDE OF OPENING. 2 DETAIL S-8 SCALE: 3/4" = 1'-0" ---------------- N #4 HORIZONTAL O 32" O.C. 2"x10" P.T. SYP NO.2 1–#5 VERTICAL WINDOW/DOOR BUCK, @ 12"/24" O.C., TYPICAL SEE PLAN 9 ICF WALL 6 3 WINDOW/DOOR FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 7'-8" MAX., SEE PLAN PLAN VIEW AT TYPICAL 9" ICF OH DOOR OPENING UP TO 7'-8" WIDE UP TO 11'-0" WALL HT. 3 DETAIL S-8 SCALE: 3/4" = 1'-0" 25" LAP MIN. 1–#5 VERTICAL EACH CORNER, INTERSECTION, AND @ 12"/24" O.C., FILL SOLID W/ 3000 psi CONCRETE Q J ir) N 9" ICF WALL SYSTEM TYPICAL CORNER SPLIC 4 SECTION S-8 SCALE: 3/4" = 1'-0" N N #4 HORIZONTAL © 32" O.C. #5 VERTICAL 12"/24" O.C., FILL LID W/ 3000 psi NCRETE #4 HORIZONTAL 32" O.C. FASTEN SECOND 2"x4" SPF NO.2 STUD TO FIRST STUD w/ 2 ROWS 12d COMMON WIRE NAILS © 1 _" O.C. CUT BACK FOAM--/ AS REQUIRED la GI FASTEN FIRST 2"x8" P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS 1/4"Ox3'/4" HWH TAPCONS @ 18" O.C. 9" ICF BLOCK --1–#5 VERTICAL IN 1 EACH CORNER WALL. FORM I• #4 HORIZONTAL © 32" O.C. 2"x4" WALL STUDS TO 9" ICF WALL CONNECTION 6 DETAIL FASTEN SECOND 2"x4" SPF NO.2 STUD TO FIRST STUD w/ 2 ROWS HOT DIPPED GALVANIZED 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER. CUT BACK FOAM AS REQUIRED #4 HORIZONTAL 32" O.C. 9" ICF WALL SYSTEM TYPICAL HORIZONTAL SPLICE 5 SECTION S-8 SCALE: 3/4" 1'-0" S-8% SCALE: 3/4" = 1'-0" ELEVATOR EXTERIOR FASTEN FIRST 2"x4" P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"Ox3'/4" HWH TAPCONS @ 18" O.C. ----l–#5 VERTICAL © 12" O.C. 9" ICF–BLOCK WALL FORM 2 x4" P.T. SYP NO.2 STUDS TO 9" ICF WALL CONNECTION 7 DETAIL S-8 SCALE: 3/4" = 1'-0" WINDOW OPENING AS PER PLAN ADD 1–#5 HORIZONTAL AT WINDOW SILL LOCATION FASTEN 2"x10"P.T. 9" ICF SYP No.2 WINDOW BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ Nif REMARKS SECTION N0. REFERENCE ONE OF THE THREE METHODS a TOP -4– — — — — — — INSTALL 1 ROW OF 3/8 "Ox6" d- — — — — — — HEX HEAD LAG SCREWS 3–#6 – 3–#5 © 24" O.C. STAGGERED 9" ICF WALL � WINDOW/DOOR c� FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 3'-6" MAX., #4 HORIZONTAL SEE PLAN © 32" O.C. PLAN VIEW AT TYPICAL 9" ICF WINDOW/DOOR OPENING UP TO S-4" WIDE UP TO 11'-0" WALL HT. 1 DETAIL S-8 SCALE: 3/4" = 1'-0" FOR OPENING OVER 3'-6" TO 6'-4" WIDE, PROVIDE 2—#5 VERTICAL EACH SIDE OF OPENING. � w w 2"x10" P.T. SYP NO.2 WINDOW/DOOR BUCK, 1–#5 VERTICAL TYPICAL C�? 12 /24 O.C., SEE PLAN ^N 9" ICF WALL WINDOW/DOOR FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 6'-4" MAX., SEE PLAN PLAN VIEW AT TYPICAL 9" ICF WINDOW/DOOR OPENING UP TO 4'-4" WIDE UP TO 11'-0" WALL HT. FOR OPENING OVER 6'-4" TO 7'-8" WIDE, PROVIDE 2–#5 VERTICAL EACH FACE, EACH SIDE OF OPENING. 2 DETAIL S-8 SCALE: 3/4" = 1'-0" ---------------- N #4 HORIZONTAL O 32" O.C. 2"x10" P.T. SYP NO.2 1–#5 VERTICAL WINDOW/DOOR BUCK, @ 12"/24" O.C., TYPICAL SEE PLAN 9 ICF WALL 6 3 WINDOW/DOOR FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 7'-8" MAX., SEE PLAN PLAN VIEW AT TYPICAL 9" ICF OH DOOR OPENING UP TO 7'-8" WIDE UP TO 11'-0" WALL HT. 3 DETAIL S-8 SCALE: 3/4" = 1'-0" 25" LAP MIN. 1–#5 VERTICAL EACH CORNER, INTERSECTION, AND @ 12"/24" O.C., FILL SOLID W/ 3000 psi CONCRETE Q J ir) N 9" ICF WALL SYSTEM TYPICAL CORNER SPLIC 4 SECTION S-8 SCALE: 3/4" = 1'-0" N N #4 HORIZONTAL © 32" O.C. #5 VERTICAL 12"/24" O.C., FILL LID W/ 3000 psi NCRETE #4 HORIZONTAL 32" O.C. FASTEN SECOND 2"x4" SPF NO.2 STUD TO FIRST STUD w/ 2 ROWS 12d COMMON WIRE NAILS © 1 _" O.C. CUT BACK FOAM--/ AS REQUIRED la GI FASTEN FIRST 2"x8" P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS 1/4"Ox3'/4" HWH TAPCONS @ 18" O.C. 9" ICF BLOCK --1–#5 VERTICAL IN 1 EACH CORNER WALL. FORM I• #4 HORIZONTAL © 32" O.C. 2"x4" WALL STUDS TO 9" ICF WALL CONNECTION 6 DETAIL FASTEN SECOND 2"x4" SPF NO.2 STUD TO FIRST STUD w/ 2 ROWS HOT DIPPED GALVANIZED 12d COMMON WIRE NAILS © 12" O.C., EACH LAYER. CUT BACK FOAM AS REQUIRED #4 HORIZONTAL 32" O.C. 9" ICF WALL SYSTEM TYPICAL HORIZONTAL SPLICE 5 SECTION S-8 SCALE: 3/4" 1'-0" S-8% SCALE: 3/4" = 1'-0" ELEVATOR EXTERIOR FASTEN FIRST 2"x4" P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"Ox3'/4" HWH TAPCONS @ 18" O.C. ----l–#5 VERTICAL © 12" O.C. 9" ICF–BLOCK WALL FORM 2 x4" P.T. SYP NO.2 STUDS TO 9" ICF WALL CONNECTION 7 DETAIL S-8 SCALE: 3/4" = 1'-0" WINDOW OPENING AS PER PLAN ADD 1–#5 HORIZONTAL AT WINDOW SILL LOCATION FASTEN 2"x10"P.T. 9" ICF SYP No.2 WINDOW BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ STIRRUPS OR TIES REMARKS SECTION N0. REFERENCE ONE OF THE THREE METHODS ONE OF THE THREE METHODS TOP -4– — — — — — — INSTALL 1 ROW OF 3/8 "Ox6" INSTALL 1 ROW OF 3/8 "Dx6" — — — — — — HEX HEAD LAG SCREWS 3–#6 – 3–#5 © 24" O.C. STAGGERED 6" O.C. 2 EAST PORCH HEX HEAD LAG SCREWS BM -2 12"x221/2" EL. +12'-83/4" 3–#5 THE DOOR BUCKS PRIOR TO 3–#5 #3 9" O.C. 24" O.C. STAGGERED CONCRETE PLACEMENT. 13/S-8 BM -3 9"x16" 1 EL. +12'-83/4" AROUND THE PERIMETER OF – 3–#5 #3 EACH SIDE. ' 2 EAST PORCH THE WINDOW BUCKS PRIOR ICF OR � i 12 ALL ALLINSTALL TWO ROWS 16d TO CONCRETE PLACEMENT. COMMON WIRE NAILS @ 12" cr- S-8 INSTALL 3pcs. MINIMUM J 0- THE DOOR BUCKS PRIOR TO W EACH SIDE. CONCRETE PLACEMENT. Z OR WLL INSTALL 10pcs. MIN. Lu INSTALL TWO ROWS 16d Qo OR COMMON WIRE NAILS @ 12" INSTALL TWO ROWS '/4"0x3'/4" W TAPCONS @ 24" O.C. STAGGERED AROUND THE PERIMETER OF SLAB AROUND THE PERIMETER OF DOOR ti U) THE WINDOW BUCKS PRIOR U) m ti TO CONCRETE PLACEMENT. C) 5pcs. MIN. EACH SIDE. DOOR BUCK FASTENING TO 9" INSTALL 8pcs. MIN. EACH SIDE 11 SECTION S-8 SCALE: 3/4" OR EE INSTALL TWO ROWS '/4"Ox3'/4" � � S O C) TAPCONS @ 24" O.C. STAGGERED CD LL a N W = AROUND THE PERIMETER OF Z WINDOW BUCKS PRIOR TO OR AFTER CONCRETE PLACEMENT. INSTALL 3pcs. MIN. EACH SIDE. WINDOW BUCK FASTENING TO 9" ICF WALL SYSTEM 10 SECTION S-8 SCALE: 3/4" = 1'-0" 1–#4 HORIZONTAL © 32" O.C. #5 VERTICALS EACH SIDE OF WINDOW OPENINGS AS PER PLAN v– ADD 1–#5 VERTICAL @ 12" O.C. BELOW EACH WINDOW AND AT EACH STRUCTURAL MULL LOCATION TYPICAL SILL AT FIRST LEVEL WINDOW OPENING WINDOW OPENING AS PER PLAN ADD 1–#5 HORIZONTAL AT WINDOW SI(L LOCATION FASTEN 2"x10" P.T.9" ICF SYP No.2 DOOR BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ STIRRUPS OR TIES REMARKS SECTION N0. REFERENCE BOTTOM ONE OF THE THREE METHODS TOP — — — — — — — INSTALL 1 ROW OF 3/8 "Ox6" — — — — — — — — HEX HEAD LAG SCREWS 3–#6 – 3–#5 © 24" O.C. STAGGERED 6" O.C. 2 EAST PORCH AROUND THE PERIMETER OF BM -2 12"x221/2" EL. +12'-83/4" 3–#5 THE DOOR BUCKS PRIOR TO 3–#5 #3 9" O.C. 2 CONCRETE PLACEMENT. 13/S-8 BM -3 9"x16" 1 EL. +12'-83/4" INSTALL 4pcs. MINIMUM – 3–#5 #3 EACH SIDE. ' 2 EAST PORCH 13/S-8 ICF OR � i ALL ALLINSTALL TWO ROWS 16d COMMON WIRE NAILS @ 12" cr- AROUND THE PERIMETER OF J 0- THE DOOR BUCKS PRIOR TO W W CONCRETE PLACEMENT. Z WLL INSTALL 10pcs. MIN. Lu EACH SIDE Qo OR _U INSTALL TWO ROWS '/4"0x3'/4" W TAPCONS @ 24" O.C. STAGGERED SLAB AROUND THE PERIMETER OF DOOR ti U) BUCKS PRIOR TO OR AFTER U) m ti CONCRETE PLACEMENT. INSTALL C) 5pcs. MIN. EACH SIDE. DOOR BUCK FASTENING TO 9" ICF WALL SYSTEM 11 SECTION S-8 SCALE: 3/4" 1 pc 2"x10" P.T.SYP No.2 WINDOW/DOOR BUCK INTERIOR a 4 WINDOW o' EXTERIOR FASTEN 2"X10" P.T. SYP No.2 WINDOW/DOOR BUCK TO 9" ICF CONCRETE CORE w/ 2 ROWS OF '/4"bx3'/4" HWH TAPCONS © 24" O.C., STAGGERED. MAINTAIN 11/2" MINIMUM EDGE DISTANCE 9" ICF WINDOW/DOOR BUCK FASTENING 12 DETAIL r S-8 SCALE: 1'/2" = 1'-0" C O N C R E T E B E A M S C H E D U L E BEAM MARK SIZE w x d TOP OF BEAM ELEVATION LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES REMARKS SECTION N0. REFERENCE BOTTOM MIDDLE BAR TOP SIZE SPACING TYPE BM -1 81/2 "x16" EL. +12'-11/4" 3–#6 – 3–#5 #3 6" O.C. 2 EAST PORCH 13/S-8 BM -2 12"x221/2" EL. +12'-83/4" 3–#5 – 3–#5 #3 9" O.C. 2 SOUTH PORCH 13/S-8 BM -3 9"x16" 1 EL. +12'-83/4" 3–#6 – 3–#5 #3 6" O.C. 2 EAST PORCH 13/S-8 CLEAR COVER SCHEDULE 8 ELEVATION SECOND LEVEL S-8 SCALE: 3/4" = 1'-0" 9" ICF WALL g #4 TEMPERATURE #5 BOTTOM © 12" 0 C ABOVE ' REINFORCING,I.. 12" O.C. #5 TOP w/ STD 90° BEND , 1–#4 HORIZONTAL EACH END © 12" O.C. © 32" O.C. 3–#5 TOP, �n •••.. CONTINUOUS 4kes #3 CLOSED #5 VERTICALS STIRRUPS © 6" O.C. o EACH SIDE OF WINDOW OPENINGS 3–#6 BOTTOM AS PER PLAN _ N is 1 i rr, © 24" O.C. BELOW EACH WINDOW AL SILL AT SECOND LEVEL WI N DC rg ELEVATION S-8 SCALE: 3/4" = 1'--0" 8 /2 `�' 12 „ B M -1 2"x10" P.T. SYP NO.2 LEDGER CAMBER +3/8" w/ 5/8"Ox10" HOT DIPPED AT MIDDLE SPAN GALVANIZED ANCHOR BOLT w/ 2x2 x /8 PLATE CAMBER +1/4" CAMBER +'/4" WASHER ©19.2 O.C. AT END SPANS AT END SPANS NO CAMBER AT MIDDLE SPAN SECOND LEVEL #5 VERTICAL DOWELS 9" ICF WALL BEYOND AS PER BEYOND STRUCTURAL #5 VERTICAL DOWELS SHEET S-7 BEYOND AS PER STRUCTURAL SHEET S-7 3—#5 TOP, CONTINUOUS #3 CLOSED STIRRUPS © 9" O.C. d N 2–#5 TOP, CONTINUOUS I #3 CLOSED STIRRUPS ® 8" O.C. ADD 1–#4x5'-6" , a L • N 3—#5 BOTTOM _ N 3—#5 BOTTOM 2%8" P.T. SYP NO.2 LEDGER W/ 5/8 "bx10" HOT DIPPED IBM -31 GALVANIZED ANCHOR BOLT CONCRETE BEAMS 13 DETAIL S-8 SCALE: 3/4" = 1'-0" 0Lu O O 4 TYPICAL BEAM STIRRUP & TIE TYPES DESCRIPTION TOP BAR BOTTOM BAR ELEVATED BEAMS 2" 2" ELEVATED SLABS 2" 1 2" 8 ELEVATION SECOND LEVEL S-8 SCALE: 3/4" = 1'-0" 9" ICF WALL g #4 TEMPERATURE #5 BOTTOM © 12" 0 C ABOVE ' REINFORCING,I.. 12" O.C. #5 TOP w/ STD 90° BEND , 1–#4 HORIZONTAL EACH END © 12" O.C. © 32" O.C. 3–#5 TOP, �n •••.. CONTINUOUS 4kes #3 CLOSED #5 VERTICALS STIRRUPS © 6" O.C. o EACH SIDE OF WINDOW OPENINGS 3–#6 BOTTOM AS PER PLAN _ N is 1 i rr, © 24" O.C. BELOW EACH WINDOW AL SILL AT SECOND LEVEL WI N DC rg ELEVATION S-8 SCALE: 3/4" = 1'--0" 8 /2 `�' 12 „ B M -1 2"x10" P.T. SYP NO.2 LEDGER CAMBER +3/8" w/ 5/8"Ox10" HOT DIPPED AT MIDDLE SPAN GALVANIZED ANCHOR BOLT w/ 2x2 x /8 PLATE CAMBER +1/4" CAMBER +'/4" WASHER ©19.2 O.C. AT END SPANS AT END SPANS NO CAMBER AT MIDDLE SPAN SECOND LEVEL #5 VERTICAL DOWELS 9" ICF WALL BEYOND AS PER BEYOND STRUCTURAL #5 VERTICAL DOWELS SHEET S-7 BEYOND AS PER STRUCTURAL SHEET S-7 3—#5 TOP, CONTINUOUS #3 CLOSED STIRRUPS © 9" O.C. d N 2–#5 TOP, CONTINUOUS I #3 CLOSED STIRRUPS ® 8" O.C. ADD 1–#4x5'-6" , a L • N 3—#5 BOTTOM _ N 3—#5 BOTTOM 2%8" P.T. SYP NO.2 LEDGER W/ 5/8 "bx10" HOT DIPPED IBM -31 GALVANIZED ANCHOR BOLT CONCRETE BEAMS 13 DETAIL S-8 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1' 22' �■ 1 9" ICF WALL DETAILS w/ 2%2"x1/8" PLATE CAMBER +1/4" WASHER @ 19.2" O.C. Sm8 SHEET 8 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE,_INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGVED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 1 WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0Lu ry �o N a m (U p Q 00acoCDN'd' MF— N c� 0c)o aT- =Q UoWa"r � c) Qm C) W cfl �— �N mU =0 —ry- F— NN��d' Q LU J � � i UQO cr- J 0- a W W Z WLL Lu WW Qo _U W ti U) U) m ti C) UJ co Q� EE � � S O C) CD LL a N W = u- Z SCALE: 3/4" = 1'-0" 1' 22' �■ 1 9" ICF WALL DETAILS w/ 2%2"x1/8" PLATE CAMBER +1/4" WASHER @ 19.2" O.C. Sm8 SHEET 8 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE,_INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGVED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 1 WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0Lu ry �o WaU =Q c) Qm UJ WNZ mU Q J SCALE: 3/4" = 1'-0" 1' 22' �■ 1 9" ICF WALL DETAILS w/ 2%2"x1/8" PLATE CAMBER +1/4" WASHER @ 19.2" O.C. Sm8 SHEET 8 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE,_INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGVED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE 1 WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 9„ N 9„ SECOND LEVEL 9" ICF WALL ABOVE w/ 1-#5 VERTICAL @ 24" O.C. 1-#5 HORIZONTAL AT TOP, CONTINUOUS #5 HORIZONTAL 4,T MIDDLE +21'-11/8" 'l .. TOP OF SECOND LEVEL EL. +20'-115/8" #3 PRE-BENT Q ElfQ STIRRUPS © 12" O.C. z Z 9" ICF WALL ABOVE O U W U 9" ICF FORM z = Q N (D U O W/ 1-#5 VERTICAL z Q �� 9" ICF FORM O ` -T I O U © 24" O.C. z J I 0 O 1 .; 1-#5 HORIZONTAL Q o N 1-#5 HORIZONTAL CONTINUOUS Q z Q n- Q U w AT TOP, CONTINUOUS 1-#5 HORIZONTAL ' AT BOTTOM, CONT. PS ® 8" O.C. AT TOP, CONTINUOUS _ o SPAN AND EXTEND Q Q L-21 1'-0" MIN. BEYOND ,• • FACE OF ROUGH #3 PRE-BENT z Q Q Q J ; #3 PRE-BENT Q Uj STIRRUPS © 12 O.C. OF ROUGH N = U 'N Z :2 F—� U I ; I STIRRUPS © 8" O.C. 1-#5 HORIZONTAL w N �O Q LL FOR CLARITY U Z ,a • I a AT MIDDLE o i w 171 1-#5 HORIZONTAL o w 11-#5 J CONCRETE COLI W cn N W O I I ►DLEz W „ 9 ICF FORM Q ° • I N LL � I - = 1-#5 HORIZONTAL I t �0 Li I' ; I AT BOTTOM, CONT. 9" ICF FORM N N v w 0 i I 9" ICF FORM u ACROSS LINTEL Z IL 1-#5 ORIZONTAL _ w `- SPAN AND EXTEND N N 1'-0" MIN. BEYOND NOTE: CONT. FACE OF ROUGH 2'-6"deep AT L-11 OPENING AT BOTTOM, CONT. DINING ROOM I ACROSS LINTEL 9„ SECOND LEVEL 9" ICF WALL ABOVE w/ 1-#5 VERTICAL @ 24" O.C. 1-#5 HORIZONTAL AT TOP, CONTINUOUS #5 HORIZONTAL 4,T MIDDLE +21'-11/8" c14 TOP OF w/ 1/2 "4x10" HOT DIPPED EL. +20'-115/8" #3 PRE-BENT Q ElfQ STIRRUPS © 12" O.C. z Z WASHER C� 24" O.C. O U W U 9" ICF FORM z = Q N (D U O w/ 1-#5 VERTICAL z Q 1-#5 HORIZONTAL nl w AT BOTTOM, CONT.Li ACROSS LINTEL SPAN AND EXTEND N 1'-0" MIN. BEYOND FACE OF ROUGH L-12 OPENING FIRST LEVEL LINTEL FIRST LEVEL LINTEL 1 SECTION K-2 SECTION S-9 SCALE: 3/4" = 1'-0" �-9SCALE: 3/4" = 1'-0" SECOND LEVEL LINTEL 8 SECTION S-9 SCALE: 3/4" = 1'-0" +21'-11/8" 2"x10" P.T. SYP NO.2 PLATE TOP OF w/ 1/2 "4x10" HOT DIPPED EL. +20'-115/8" GALVANIZED ANCHOR BOLT TOP OF W2%2%1/8" PLATE Z WASHER C� 24" O.C. 9 ICF WALL ABOVE a- 1-#5 HORIZONTAL WALL cn N AT TOP, CONTINUOUS J J w/ 1-#5 VERTICAL z J �� 9" ICF FORM O ` I O U L—#3 z �U -TT I • 0 O 1 I #3 PRE-BENT 1-#5 HORIZONTAL Q o N STIRRUPS © 12" O.C. CONTINUOUS Q 1-#5 HORIZONTAL U w AT TOP, CONTINUOUS 1-#5 HORIZONTAL Iw Li AT BOTTOM, CONT. PS ® 8" O.C. ACROSS LINTEL SPAN AND EXTEND Q 1-#5 L-21 1'-0" MIN. BEYOND © 8" • FACE OF ROUGH #3 PRE-BENT OPENING SECOND LEVEL LINTEL 8 SECTION S-9 SCALE: 3/4" = 1'-0" SECOND LEVEL LINTEL 9 SECTION S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ 1/2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2"x2"x1/8" PLATE WASHER © 24" O.C. aT �MINO� ----; IV p_—_--i-----i---� 1-#5 TOP, CONTINUOUS SEL. +21'-11/8" 2"x10" P.T. SYP NO.2 PLATE TOP OF w/ 1/2 "4x10" HOT DIPPED EL. +20'-115/8" GALVANIZED ANCHOR BOLT TOP OF w/ 2%2%1/8 " PLATE Z WASHER ©24" O.C. 9 ICF WALL ABOVE a- 1-#5 HORIZONTAL WALL O.C. AT TOP, CONTINUOUS J C1,1 w/ 1-#5 VERTICAL r BEYOND 9" ICF FORM O ` ' z �Q L—#3 1-#5 HORIZONTAL • ` PRE-BENT 0 O = Q STIRRUPS © 6" O.C. 1-#5 HORIZONTAL U � N AT TOP, CONTINUOUS Q 1-#5 HORIZONTAL U w AT TOP, CONTINUOUS AT BOTTOM, CONT. w Li ACROSS LINTEL PS ® 8" O.C. SPAN AND EXTEND IL -2211'-0" MIN. BEYOND FACE OF ROUGH Q 1-#5 OPENING SECOND LEVEL LINTEL 9 SECTION S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ 1/2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2"x2"x1/8" PLATE WASHER © 24" O.C. aT �MINO� ----; IV p_—_--i-----i---� 1-#5 TOP, CONTINUOUS SEL. +21'-11/8" 2"x10" P.T. SYP TOP OF PLATE EL. +20'-115/8" Q TOP OF ICF WALL \-1-#5 BOTTOM #3 STIRRUPS @ 12" O.C. "L-21" ICF LINTEL BEAM ABOVE TYPICAL WINDOW OPENING #4 HORIZONTAL © 32" O.C. #5 VERTICAL WALL REINFORCING AS PER SHEET S-7 9" ICF WALL FORMS TYPICAL SECOND LEVEL 9" ICE WALL TO LINTEL BEAM CONNECTION ri D ETAI L �-9 SCALE: 3/4" = 1'-0" 9" 9„ FIRST LEVEL LINTEL. FIRST LEVEL LINTEL 3 SECTION 4 SECTION S-9 SCALE: 3/4" = 1'-0' S-9 SCALE: 3/4" 2"x10" P.T. SYP NO.2 PLATE Q a �J SECOND LEVEL Q SECOND LEVEL BOLT Z w/ 2%2%1/8" 9 ICF WALL ABOVE a- 9" ICF WALL O.C. U f)f O -,-- �� 1-#5 w/ 1-#5 VERTICAL r BEYOND AT TO D, CONTINUOUS ` ' -L © 24" O.C. z 1-#5 HORIZONTAL _ N 0 O Q J C-0 1-#5 HORIZONTAL AT TOP, CONTINUOUS 0i °I U w AT TOP, CONTINUOUS ----BENT = Q STIRR PS ® 8" O.C. U � N �,• Q 1-#5 HORIZONTAL © 8" • AT BOTTOM, #3 PRE-BENT � ACROSS Q 2"x10" P.T. SYP No.2 ; #3 PRE-BENT Q Uj FACE OF ROUGH STIRRUPS @ 6" O.C. OPENING Q < ! I. LL STIRRUPS © 8" O.C. w DOOR OPENING FOR CLARITY Z F— < w a Q o _U J - 1-#5 HORIZONTAL o w 11-#5 J CONCRETE COLI HORIZONTAL f` W O AT MI ►DLEz W N Q ° • I AT MIDDLE - - = I t �0 �Oo�rn @ 8" 0.C. I g 9" ICF FORM N N v w 0 i I 9" ICF FORM u i. Z IL 1-#5 ORIZONTAL I N w `- 1-#5 HORIZONTAL AT BOTTOM, CONT. ; AT BOTTOM, CONT. I ACROSS LINTEL I ACROSS LINTEL SPAN AND EXTEND SPAN AND EXTEND 1'-0" MIN. BEYOND N 1'-0" MIN. BEYOND FACE DF ROUGH NOTE: FACE OF ROUGH L-13 OPENING 2'-6"deep AT L-14 OPENING FRONT DOOR FIRST LEVEL LINTEL. FIRST LEVEL LINTEL 3 SECTION 4 SECTION S-9 SCALE: 3/4" = 1'-0' S-9 SCALE: 3/4" SECOND LEVEL LI N TI 10 SECTION S-9 SCALE: 3/4" = 1'-0 2"x10" P.T. SYP NO.2 PLATE w/ 1/2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER © 24" O.C. 1-#5 HORIZONTAL V, rAT TOP, CONTINUOUS ,_9" ICF FORM #3 PRE—BENT STIRRUPS ® 8" O.C. 2—#5 HORIZONTAL AT BOTTOM, CONT. ACROSS LINTEL SPAN AND EXTEND L- 24 1'-0" MIN. BEYOND FACE OF ROUGH CAMBER +1/4" OPENING SECOND LEVEL LINTEL 11 SECTION S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ 1 2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2%2%1/8" PLATE WASHER © 24" O.C. 1- #5 TOP, CONTINUOUS 2"x10" P.T. SYP NO.2 PLATE Q a �J w/ 1/2 "4x10" HOT DIPPED Q Q GALVANIZED ANCHOR BOLT Z w/ 2%2%1/8" PLATE a- f WASHER @ 24' O.C. U f)f O -,-- �� 1-#5 -IORIZONTAL r N AT TO D, CONTINUOUS J U) -L W z 9" ICF FORM 0 O Q J C-0 < I 0i i� U w I • I3 PR # ----BENT = Q STIRR PS ® 8" O.C. U � N Q 1-#5 HORIZONTAL © 8" w AT BOTTOM, CONT. � ACROSS LINTEL 2"x10" P.T. SYP No.2 SPAN L- 23 1'-0" AND EXTEND MIN. BEYOND Q Uj FACE OF ROUGH OPENING SECOND LEVEL LI N TI 10 SECTION S-9 SCALE: 3/4" = 1'-0 2"x10" P.T. SYP NO.2 PLATE w/ 1/2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER © 24" O.C. 1-#5 HORIZONTAL V, rAT TOP, CONTINUOUS ,_9" ICF FORM #3 PRE—BENT STIRRUPS ® 8" O.C. 2—#5 HORIZONTAL AT BOTTOM, CONT. ACROSS LINTEL SPAN AND EXTEND L- 24 1'-0" MIN. BEYOND FACE OF ROUGH CAMBER +1/4" OPENING SECOND LEVEL LINTEL 11 SECTION S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ 1 2 "4x10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2%2%1/8" PLATE WASHER © 24" O.C. 1- #5 TOP, CONTINUOUS SEL. +21'-11/8" TOP OF PLATE EL. +20'-115/8' TOP OF ICF WA �— 2—#5 BOTTOM #3 STIRRUPS © 8" O.C. "L-24" ICF LINTEL BEAM ABOVE MASTER BEDROOM DOOR OPENING #4 HORIZONTAL © 32" O.C. 61/2"x12" IN—WALL CONCRETE COLUMN w/ 2—#5 VERTICAL EACH FACE #3 CLOSED TIES © 8" O.C. SECOND LEVEL 61/9"X12" IN -WALL CONCRETE COLUMNTO LINTEL BEAM CONNECTION K'l5 DETAIL S- SCALE: 3/4" = 1'-0" 91P SECOND LEVEL 9" ICF SECOND LEVEL WALL BEYOND 9 ICF WALL ABOVE 2-#5 HORIZONTAL w/ 1-#5 VERTICAL ADD AT TOP, CONTINUOUS © 24" O.C. 1-#3 VERTICAL 13„ #3 CLOSED TIE ©8" O.C. STIRRUPS ©8" O.C. 1-#5 HORIZONTAL N I - AT TOP, CONTINUOUS #3 PRE-BENT N STIRRUPS © 12" O.C. N 1-#5 HORIZONTAL AT MIDDLELn \ 9" ICF FORM N N I � E 1-#5 HORIZONTAL11 a 0. AT BOTTOM, CONT. ., . ACROSS LINTEL SPAN AND EXTEND - ,p 2-#5 HORIZONTAL 1'-0" MIN. BEYOND N 61/2) AT BOTTOM FACE OF ROUGH ADD 1 ADD 1-#5 HORIZONTAL L-15 OPENING 1-#5 HORIZONTAL IL-1 61 AT MIDDLE AT BOTTOM CAMBER +1/4" FIRST LEVEL LINTEL FIRST LEVEL LINTEL 5 SECTION K-6 SECTION S-9 SCALE: 3/4" = 1'-0" S-9 SCALE: 3/4" = 1'-0" #5 VERTICAL DOWELS 2"x10" P.T. SYP NO.2 PLATE © 24" O.C. FOR SECOND w/ 1/2 "4x10" HOT DIPPED LEVEL 9" ICF WALL GALVANIZED ANCHOR BOLT 9" ICF w/ 2%2%1/8" PLATE WALL FORMS WASHER @ 24" O.C. 1-#5 HORIZONTAL AT TOP, CONTINUOUS 9" ICF FORM L-25 #3 PRE-BENT CLOSED STIRRUPS ® 6" O.C. 1-#5 HORIZONTAL AT BOTTOM, CONT. ACROSS LINTEL SPAN AND EXTEND 1'-0" MIN. BEYOND FACE OF ROUGH OPENING SECOND LEVEL LINTEL r,2SECTION S-9 SCALE: 3/4" = 1'-0" 9„ SECOND LEVEL 9" ICF INTERIOR SHEARWALL BEYOND 1-#5 HORIZONTAL AT TOP, CONTINUOUS #3 PRE-BENT CLOSED STIRRUPS © 6" O.C. N E • 9" ICF FORM N 1-#5 HORIZONTAL AT BOTTOM, CONT. I, ACROSS LINTEL N SPAN AND EXTEND 1'-0" MIN. BEYOND FACE OF ROUGH L-1 % OPENING FIRST LEVEL LINTEL SECTION 7 rS-9 SCALE: 3/4" = 1'-0" EL. +12'-8" TOP OF ICF WALL 1-#5 TOP, CONTINUOUS 1-#5 MIDDLE MI N j I I I I ? 1 N __ 1 # BOTTOM -- ------------ — #3 STIRRUPS @ 12" O.C. "L-11 " ICF LINTEL BEAM ABOVE TYPICAL WINDOW OPENING #4 HORIZONTAL © 32" O.C. #5 VERTICAL WALL REINFORCING © 12" O.C. AS PER SHEETS -6 TYPICAL FIRST LEVEL 9" ICF WALL TO LINTEL BEAM CONNECTION 1 3 DETAIL S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ i 1/2"4x10" HOT DIPPED GALVANIZED 1—#5 TOP, ANCHOR BOLTS w/ 2%2%1/8" PLATE CONTINUOUS WASHER © 24" O.C. SEL. +21'-11/8" cn 0 Q a �J Z Q Q O LD U Z = Q 00 a- f N _ U f)f O -,-- �� I I I I Q r N W i I I� U) SEL. +21'-11/8" TOP OF PLATE EL. +20'-115/8' TOP OF ICF WA �— 2—#5 BOTTOM #3 STIRRUPS © 8" O.C. "L-24" ICF LINTEL BEAM ABOVE MASTER BEDROOM DOOR OPENING #4 HORIZONTAL © 32" O.C. 61/2"x12" IN—WALL CONCRETE COLUMN w/ 2—#5 VERTICAL EACH FACE #3 CLOSED TIES © 8" O.C. SECOND LEVEL 61/9"X12" IN -WALL CONCRETE COLUMNTO LINTEL BEAM CONNECTION K'l5 DETAIL S- SCALE: 3/4" = 1'-0" 91P SECOND LEVEL 9" ICF SECOND LEVEL WALL BEYOND 9 ICF WALL ABOVE 2-#5 HORIZONTAL w/ 1-#5 VERTICAL ADD AT TOP, CONTINUOUS © 24" O.C. 1-#3 VERTICAL 13„ #3 CLOSED TIE ©8" O.C. STIRRUPS ©8" O.C. 1-#5 HORIZONTAL N I - AT TOP, CONTINUOUS #3 PRE-BENT N STIRRUPS © 12" O.C. N 1-#5 HORIZONTAL AT MIDDLELn \ 9" ICF FORM N N I � E 1-#5 HORIZONTAL11 a 0. AT BOTTOM, CONT. ., . ACROSS LINTEL SPAN AND EXTEND - ,p 2-#5 HORIZONTAL 1'-0" MIN. BEYOND N 61/2) AT BOTTOM FACE OF ROUGH ADD 1 ADD 1-#5 HORIZONTAL L-15 OPENING 1-#5 HORIZONTAL IL-1 61 AT MIDDLE AT BOTTOM CAMBER +1/4" FIRST LEVEL LINTEL FIRST LEVEL LINTEL 5 SECTION K-6 SECTION S-9 SCALE: 3/4" = 1'-0" S-9 SCALE: 3/4" = 1'-0" #5 VERTICAL DOWELS 2"x10" P.T. SYP NO.2 PLATE © 24" O.C. FOR SECOND w/ 1/2 "4x10" HOT DIPPED LEVEL 9" ICF WALL GALVANIZED ANCHOR BOLT 9" ICF w/ 2%2%1/8" PLATE WALL FORMS WASHER @ 24" O.C. 1-#5 HORIZONTAL AT TOP, CONTINUOUS 9" ICF FORM L-25 #3 PRE-BENT CLOSED STIRRUPS ® 6" O.C. 1-#5 HORIZONTAL AT BOTTOM, CONT. ACROSS LINTEL SPAN AND EXTEND 1'-0" MIN. BEYOND FACE OF ROUGH OPENING SECOND LEVEL LINTEL r,2SECTION S-9 SCALE: 3/4" = 1'-0" 9„ SECOND LEVEL 9" ICF INTERIOR SHEARWALL BEYOND 1-#5 HORIZONTAL AT TOP, CONTINUOUS #3 PRE-BENT CLOSED STIRRUPS © 6" O.C. N E • 9" ICF FORM N 1-#5 HORIZONTAL AT BOTTOM, CONT. I, ACROSS LINTEL N SPAN AND EXTEND 1'-0" MIN. BEYOND FACE OF ROUGH L-1 % OPENING FIRST LEVEL LINTEL SECTION 7 rS-9 SCALE: 3/4" = 1'-0" EL. +12'-8" TOP OF ICF WALL 1-#5 TOP, CONTINUOUS 1-#5 MIDDLE MI N j I I I I ? 1 N __ 1 # BOTTOM -- ------------ — #3 STIRRUPS @ 12" O.C. "L-11 " ICF LINTEL BEAM ABOVE TYPICAL WINDOW OPENING #4 HORIZONTAL © 32" O.C. #5 VERTICAL WALL REINFORCING © 12" O.C. AS PER SHEETS -6 TYPICAL FIRST LEVEL 9" ICF WALL TO LINTEL BEAM CONNECTION 1 3 DETAIL S-9 SCALE: 3/4" = 1'-0" 2"x10" P.T. SYP No.2 TOP PLATE w/ i 1/2"4x10" HOT DIPPED GALVANIZED 1—#5 TOP, ANCHOR BOLTS w/ 2%2%1/8" PLATE CONTINUOUS WASHER © 24" O.C. SEL. +21'-11/8" TOP OF PLATE EL. +20'-115/8" TOP OF ICF WALL 2-#5 BOTTOM TIRRUPS O.C. TEL BEAM BEDROOM ALL JMN CAL 1 SECOND LEVEL 61/2 "x20" IN -WALL CON CRETE COLUMN TO LINTEL BEAM CONNECTION rl 6 DETAIL �-9 SCALE: 3/4" = 1'-0" 0 0 W 0'- '-::)p ::) N Q 0-)(O 0 -1 -- +-- +- L71- 00 a- f O N Cop �f- -- -,-- �� I I I I �-- r N M i I I� I -L W m mU_ O � C-0 64 Z 0i — NNQ W <C) #3 c © 8" NOTE: 2"x10" P.T. SYP No.2 0_ _ Q Uj "L-24" ICF LIN 0 ABOVE MASTER BUCKS NOT SHOWN LL w DOOR OPENING FOR CLARITY - w Q o _U J - 61/2 "x20" IN-V� ¢p j J CONCRETE COLI m co f` W O Q W/ 4-#5 VERT W N - - EACH FACE - - = #3 CLOSED TIE' t �0 �Oo�rn @ 8" 0.C. TOP OF PLATE EL. +20'-115/8" TOP OF ICF WALL 2-#5 BOTTOM TIRRUPS O.C. TEL BEAM BEDROOM ALL JMN CAL 1 SECOND LEVEL 61/2 "x20" IN -WALL CON CRETE COLUMN TO LINTEL BEAM CONNECTION rl 6 DETAIL �-9 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 1' 2' 9" ICF LINTEL BEAM DETAILS S9 SHEET 9 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSIIASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)21 7, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE .� �/l WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 3�$2�" �^' OTHER STRUCTURES" MENTIONED !N NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 0 W 0'- '-::)p ::) N Q 0-)(O 0 LL. 00 a- f O N Cop Q �-- r N M i Q o UC)WQd.- W m mU_ O � C-0 64 Z 0i — NNQ W <C) J LL 0_ Cn Q Uj W 0 w LL w w Q o _U J ¢p j J U) m co f` W O Q W N Qco j LL t �0 �Oo�rn LL Q N W = u Z IL SCALE: 3/4" = 1'-0" 1' 2' 9" ICF LINTEL BEAM DETAILS S9 SHEET 9 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSIIASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)21 7, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE .� �/l WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 3�$2�" �^' OTHER STRUCTURES" MENTIONED !N NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 0 W 0'- '-::)p ::) 0 W LL. Q W=U U< Q W m mU_ N Z Q Z � SCALE: 3/4" = 1'-0" 1' 2' 9" ICF LINTEL BEAM DETAILS S9 SHEET 9 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSIIASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)21 7, WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE .� �/l WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 3�$2�" �^' OTHER STRUCTURES" MENTIONED !N NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD SINGLE 2"x8" SYP NO.2 FLOOR SUPPORT LEDGER. SEE DETAIL 3/S-10 11 fir I I ! TOP CHORD BEARING ' D E FLOOR TRUSSES 1� (TYPICAL) 11 SINGLE 2"x8" SYP NO.2 FLOOR SUPPORT LEDGER. SEE DETAIL 3/S-10 m -1 DOUBLE 2"x8" N0.2 ;FLOOR SUPPORT; LEDGER. 1 SEE DETAIL 1E S-10 im I 2"x8" SYP NO.2---" , STAIR LANDING 6- JOISTS @ 12" O.C. �- SINGLE 2"x10" SYP NO.2 FLOOR SUPPORT LEDGER. SEE DETAIL 2/S-10 12"CMU 45° CORNER COLUMN BELOW •' 11' • mol 2`12`12111211, i .J LJ LJL -i _ ff!V -Lr f--!A� -Ir vt tnI-- I1 1 9. � Ih 1' r I 1• I i drN j do 00 (,Nil 111�14 IImIF. LEDP4R__-)_�� -1 -- -....... .I _ _ .___ __ ___ _ -- _-- _ ____ 5 ©12 O.C. TO INGLE x10' L DGER IN LE 2x10" GER # I TH 18 „ TH 18 I ail I H GER 1 20 S EM 2 E IN RE 1 HA ER f �� 111 1 i w/ #4 TEMPERATURE 11 I I 4" SYSTEM 2 P EE INE RED ( ICAL> - T C RD EA TNG I W� ' (T Ick 14" I YS M 2 P EE IN RED `iE # I REINFORCING 12" O.C. III I w FLOOR RU ES 1 2" .C. 1 1 't F 0 RU ES 1 .2" .C. 14' 14' _- ` --F OR RU ES 1 2"1 0- Ill; ; ' LAMB R +'/ " AT MIDSP N '1I I I `°a'j CONCRETE PLACED IN ELEVATED CONCRETE BEAMS AND SLABS SHALL CONTAIN DCI -S CORROSION INHIBITOR, AS MANUFACTURED BY W.R. GRACE & CO. OR CONTAIN MCI-2005NS MIGRATORY CORROSION INHIBITOR, AS MANUFACTURED BY CORTEC CORPORATION. THE DESIGN MIX THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, ETC. MAXIMUM 85/$ "x18"/16" CONCRETE BEAM WATER -CEMENT RATIO SHALL BE 0.55. THE DOSAGE RATE OF THE "BM -1" w/ 3-#5 TOP, 9 ICF EXTERIOR MCI-2005NS SHALL BE 1.5 PINTS/CUBIC YARD OF CONCRETE. AND 3-#6 BOTTOM w/ BEARING WALL #3 STIRRUPS @ 8" O.C. BE _I. _ r 1LL 1 FASTEN SECOND ICF -D3.62 SCREWS @ 24 O.C. U ry Q o TOP CHORD BEAR 1 _1 T BM -1 5" SLAB „ „ J a. U � W � » 8%"x1s' EDGE 2x8 SYP No.2 „ J I- pp FLOOR TRUS E DOUBLE 2 8 SYP NO.2 ti 1 7 S AB EDG 3-#s BTM FLOOR SUPPORT FASTEN FIRST 2x8 SYP No.2 U) Q U) (TYPI L FLOOR S ORT LEDGER. - -_-. -- +'/." CAMBER - ICFVL-W TO ICF W C) p W N _. - L G E _ r-- r I 'I LEDGER TO FRS UP 0 LEDGER : 0 - - Z S TAIL 1 S-10 1�, 1 I _11 _____ _______ _____ E FIRST / Q W E .. V- d __.._.......__._ II I �� ,I. .II it ,> M w SIMPSON -- _ �� _�J ,I 2 x10 LEDGER w NN TOR SYSTEM -' CD ~ ------------------ r- � _�____ , -- ' �� _.. I � �": "�----- , � - � 4 ROWS 12d COMMON LEDGER CONNECTOR � O o � . . 'ir i ._. i LL Q N - = UB 2 x 'LED _ - ! J I WIRE NAILS @ 12" O.C. -� W W Z DOUG 2x8 EDGER DOUG 2x8 EDGER - -� I Z T --_- --- - --__- - ___ ----------- -------.... _..__._.. ___._ 11 - INTERIOR DOUBLE 2x10 LEDGER SYSTEM Ws.;--....._ I 4 I ER -1 11 11 I I I I I » 11 „ 1 I 1 1 1 1 " 51/ SLOPE �2» .. ,I I I w DETAIL T SSS � , 20 S EM 21 EE IN -1 I I 20 SY EM � EE IN RE i I I @ 1 (> 16 1-6 � 1 1 t C Ra EA INQ IRE[ 1 8s' TO C RD EA TNG S P. ', I I I� 1 8 , „ 8 „ 1 ;f F 0 RU 1 2" 1 . C. 2' 4' 1 1 F OR RU S 1 .2" C. 11 I I , T,Y j `It:1 +I I I m °°M� S-10 SCALE: NTS i 1 I I i I I I I I I I I W 1 11 I I + 5 3�w 1 7»/ "CONCRETE SLAB I11 I i i j 1 TH _ I I I I I I I I DI RECTION OF 5'S. i I i I(A L) li #5„ 12" O.C. BOTTOM _.. I ...��3..x.�.__.. i __ N.� .. .p.. mm I _ - - L J U -.4 r __ __ J _ _ =ice© i -t.._� ------- 2)2 _ -_- ____ ___ [ i -_ _ ____ -------- ____ .. ____... ____ __ _ _-- _------------ __-_ 1 . r w/ #4 TEMPERATURE 2)2 x12' USH I I ( ! i I I I I _ _ _ _ _ I_ Ul _ ____- __ _ ._ _ ___ 4S( 11( � BLE OR R€E F©RCIN6---�-1-2"--lir :--__-- _1 AMBER +1/4 " AT MIDSP N I E I I 1 1 I I I FL R B QO 3/ Sql 1 1, )2 x8" (2)2 x8" i - i i 1! i 1 ii 1 I I (i-201. _.f� .... ( 20"> m� �o :.-_._. F 9 k I I PL 0 1S AT NG. GLUE 1A 1 €, _ _ . 11 1 1 1 I AS N 1 W OD RU ES / Dd 1 110 I I I I I 1 6 I I , 4 W INTERI LAI G W- _ ,,! = I a I I , CO M0 Wb N LS @ 0. I1 w I I I - I I I 8 I i 11 i I DG 1 A D 6 O.T FIELD 9 uF TE RlOR .�\ I 1 li_i. ._._:....�.......�.T .._ .�o 0 . BEARING ARILL S) N I II I I II I f I I I ! i i I i BE W 4 2 E I I I_._ I 1 I I I I r I@ COVERED 1 i i `- `co I I I _ _ _.....__ _. ..A..._3.. ..,.....� .... _..-_.i... __....__. _ _....._ I € ....___ ...._...._ .... ..1_..A.... _ ._...,.._.. ....-.I...__ _ ..... _-..t ._ _ ... ._ _. I I Q If - BALCONY I n I I I I ' 1 I E 9 L ER CFI AL 12" I T CHORE BE I i ;' s I I T RE IV( FLO R ! „ o= m I I I I I I I E { I 3 SINGLE 2 P . 2 x I ,. o o S ` I WF OR TRU [ , R.L R UP RT ED WLo I I I k ; I I I - 1 I I -i TYP A) ; I I I -1 1' ; E H 1 S D AI L1 /S 10 1 I i 11 it » » n , I !/-"5 1 '» D BL 2";10" SYP 0. 1 ; 1 1 1 1 1' I I DO �� x S N0.2- 1 "5 5x13' -O" `F OR SU OR LED -SE---- - __ FLO R' PP T G ___. HTS - P D I L ! I I / -- - - I E TAI 1 -- -- _ - _ _ �- „ / ° T 7' / CONCRETE SLAB II II I _--------------------- V/ DOU E x LEDG R i u I _ (3)1.7 x11. 2. _._ __. ._ _.... ___---.�__-_____------------------------ I _____ ___ _____ _____ _ = MI OLA L L ---------- DF ECTFON -OF-#5'S._- HEADER E M e #5 12" O.C. BOTTOM r J (-20 1 1 SINGLE 2"x10" SYP NO.2--Z FLOOR SUPPORT LEDGER. SEE DETAIL 2/S-10 %;`+ 1pc SIMPSON THASR/L418L I . ADJUSTABLE A E 45° SKEWED TRUSS HANGER AT 14"d FLOOR - - TRUSS (TYPICAL) 1pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER AT 14"d FLOOR TRUSS (TYPICAL) 3/4" STURDI-FLOOR SUB FLOOR -j PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD FLOOR SYSTEM DESIGN LOADS: DESIGN DEAD LOAD = 20 PSF DESIGN LIVE LOAD = 40 PSF BRACE BOTTOM CHORDS OF PRE-ENGINEERED FLOOR TRUSSES w/ 1 'x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER 9 ICF WALL FORM w/ FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE W _ 4" CONCRETE CORE @ 19.2" O.C. N Q rn Q CD o =U \ UQ Q LLJ 00amoN �-' m N co 1 00 N DOUBLE 2"x8" SYP No.2 FLOOR Q o 1f11 r° i SLOPE 2» m I i• _ o�° SUPPORT LEDGER w/ SIMPSON _� CD W 0 IW- 0 N I• ° LEDGER CONNECTOR SYSTEM = C �= N I I 4 I;' . WQ W =�co0cc) U 1co I 1pc SIMPSON ICFVL AND Ii61 I i�� -� W L" 1 pc SIMPSON ICFVL LEDGER n- cw!) Q W U) W jjj x CONNECTOR SYSTEM w/ 8pcs » W W W Z W Q= U N ti FASTEN SECOND ICF -D3.62 SCREWS @ 24 O.C. U ry Q o TOP CHORD BEAR 1 _1 T BM -1 5" SLAB „ „ J a. U � W � » 8%"x1s' EDGE 2x8 SYP No.2 „ J I- pp FLOOR TRUS E DOUBLE 2 8 SYP NO.2 ti 1 7 S AB EDG 3-#s BTM FLOOR SUPPORT FASTEN FIRST 2x8 SYP No.2 U) Q U) (TYPI L FLOOR S ORT LEDGER. - -_-. -- +'/." CAMBER - ICFVL-W TO ICF W C) p W N _. - L G E _ r-- r I 'I LEDGER TO FRS UP 0 LEDGER : 0 - - Z S TAIL 1 S-10 1�, 1 I _11 _____ _______ _____ E FIRST / Q W E .. V- d __.._.......__._ II I �� ,I. .II it ,> M w SIMPSON -- _ �� _�J ,I 2 x10 LEDGER w NN TOR SYSTEM -' CD ~ ------------------ r- � _�____ , -- ' �� _.. I � �": "�----- , � - � 4 ROWS 12d COMMON LEDGER CONNECTOR � O o � . . 'ir i ._. i LL Q N - = UB 2 x 'LED _ - ! J I WIRE NAILS @ 12" O.C. -� W W Z DOUG 2x8 EDGER DOUG 2x8 EDGER - -� I Z T --_- --- - --__- - ___ ----------- -------.... _..__._.. ___._ 11 - INTERIOR DOUBLE 2x10 LEDGER SYSTEM Ws.;--....._ I 4 I ER -1 11 11 I I I I I » 11 „ 1 I 1 1 1 1 " 51/ SLOPE �2» .. ,I I I w DETAIL T SSS � , 20 S EM 21 EE IN -1 I I 20 SY EM � EE IN RE i I I @ 1 (> 16 1-6 � 1 1 t C Ra EA INQ IRE[ 1 8s' TO C RD EA TNG S P. ', I I I� 1 8 , „ 8 „ 1 ;f F 0 RU 1 2" 1 . C. 2' 4' 1 1 F OR RU S 1 .2" C. 11 I I , T,Y j `It:1 +I I I m °°M� S-10 SCALE: NTS i 1 I I i I I I I I I I I W 1 11 I I + 5 3�w 1 7»/ "CONCRETE SLAB I11 I i i j 1 TH _ I I I I I I I I DI RECTION OF 5'S. i I i I(A L) li #5„ 12" O.C. BOTTOM _.. I ...��3..x.�.__.. i __ N.� .. .p.. mm I _ - - L J U -.4 r __ __ J _ _ =ice© i -t.._� ------- 2)2 _ -_- ____ ___ [ i -_ _ ____ -------- ____ .. ____... ____ __ _ _-- _------------ __-_ 1 . r w/ #4 TEMPERATURE 2)2 x12' USH I I ( ! i I I I I _ _ _ _ _ I_ Ul _ ____- __ _ ._ _ ___ 4S( 11( � BLE OR R€E F©RCIN6---�-1-2"--lir :--__-- _1 AMBER +1/4 " AT MIDSP N I E I I 1 1 I I I FL R B QO 3/ Sql 1 1, )2 x8" (2)2 x8" i - i i 1! i 1 ii 1 I I (i-201. _.f� .... ( 20"> m� �o :.-_._. F 9 k I I PL 0 1S AT NG. GLUE 1A 1 €, _ _ . 11 1 1 1 I AS N 1 W OD RU ES / Dd 1 110 I I I I I 1 6 I I , 4 W INTERI LAI G W- _ ,,! = I a I I , CO M0 Wb N LS @ 0. I1 w I I I - I I I 8 I i 11 i I DG 1 A D 6 O.T FIELD 9 uF TE RlOR .�\ I 1 li_i. ._._:....�.......�.T .._ .�o 0 . BEARING ARILL S) N I II I I II I f I I I ! i i I i BE W 4 2 E I I I_._ I 1 I I I I r I@ COVERED 1 i i `- `co I I I _ _ _.....__ _. ..A..._3.. ..,.....� .... _..-_.i... __....__. _ _....._ I € ....___ ...._...._ .... ..1_..A.... _ ._...,.._.. ....-.I...__ _ ..... _-..t ._ _ ... ._ _. I I Q If - BALCONY I n I I I I ' 1 I E 9 L ER CFI AL 12" I T CHORE BE I i ;' s I I T RE IV( FLO R ! „ o= m I I I I I I I E { I 3 SINGLE 2 P . 2 x I ,. o o S ` I WF OR TRU [ , R.L R UP RT ED WLo I I I k ; I I I - 1 I I -i TYP A) ; I I I -1 1' ; E H 1 S D AI L1 /S 10 1 I i 11 it » » n , I !/-"5 1 '» D BL 2";10" SYP 0. 1 ; 1 1 1 1 1' I I DO �� x S N0.2- 1 "5 5x13' -O" `F OR SU OR LED -SE---- - __ FLO R' PP T G ___. HTS - P D I L ! I I / -- - - I E TAI 1 -- -- _ - _ _ �- „ / ° T 7' / CONCRETE SLAB II II I _--------------------- V/ DOU E x LEDG R i u I _ (3)1.7 x11. 2. _._ __. ._ _.... ___---.�__-_____------------------------ I _____ ___ _____ _____ _ = MI OLA L L ---------- DF ECTFON -OF-#5'S._- HEADER E M e #5 12" O.C. BOTTOM r J (-20 1 1 SINGLE 2"x10" SYP NO.2--Z FLOOR SUPPORT LEDGER. SEE DETAIL 2/S-10 %;`+ 1pc SIMPSON THASR/L418L I . ADJUSTABLE A E 45° SKEWED TRUSS HANGER AT 14"d FLOOR - - TRUSS (TYPICAL) 1pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER AT 14"d FLOOR TRUSS (TYPICAL) 3/4" STURDI-FLOOR SUB FLOOR -j PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD FLOOR SYSTEM DESIGN LOADS: DESIGN DEAD LOAD = 20 PSF DESIGN LIVE LOAD = 40 PSF BRACE BOTTOM CHORDS OF PRE-ENGINEERED FLOOR TRUSSES w/ 1 'x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 10d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL FLOOR BEA TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FLOOR TRUSSES AT LARGE TUB AREA - (TYPICAL) DOUBLE 2"x8" SYP NO.2 NOTE: WATERPROOFING AND FLOOR SUPPORT LEDGER. FLASHING DESIGNED 9" ICF EXTERIOR AT LARGE TUB AREA, BY OTHERS BEARING WALL BELOW SEE DETAIL 1/S-10 MAIN HOUSE SECOND LEVEL FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE W E PRE-ENGINEERED TOP CHORD BEARING FLOOR 6 @ 19.2" O.C. Ilil i m Q I I I m o] =U tJT UQ Q LLJ W m co N Z Q 1f11 r° i SLOPE 2» III i - r 1 + I I + iJ 100 1co I - 1 Ii61 I i�� I L" w :" 1 _LED R ___SI LE 2" 1 LE R .i �: A 10 PSF, �. z SI LE_2" 1 ED R __ ____ _ SINGL "x10" DGER _ _ W _______________ _ L-_ - �_ _ _ I IVE OA F - : =- = _ _ _ _ _ r. -1 _ I r. � I r. - r. I I............. I II L GE UB ..ae s...a..•-:-..m.--.:,��--_"�.- _ __ _ - _ ------ - -t I I o r - - M-2 BM -1 12"x1s" 12 x1s' °12"x22' ��-- 2" 12"x22s" 12x2212" EDGE 8s,"x16" - 5" SLAB EDGE 3-#6 BTM +�" CAM R �, 2> ' --� �^ +1 1,� r /` _ 3- _ BTM '�7'' +1/4" CAMBER 3- BTM NO CAMBER 3- BTM +1�1 CAMBER _3- BTM +�4"CAMBER SINGLE 2"x10" SYP NO.2 � �A, ., � r°` t, I i�; TSB 0�0 ,%'` r SINGLE 2"x10" SYP N0.2 \-1 pc SIMPSON THA418 12"x12" CMU FLOOR SUPPORT LEDGER. _ U Jr� LR p;r FLOOR SUPPORT LEDGER. ADJUSTABLE TRUSS COLUMN BELOW SEE DETAIL 2/S-10 SEE DETAIL 2/S-10 HANGER AT 14"d FLOOR - TOP CHORD BEARING _ _ SPECIAL LOADING TRUSS (TYPICAL) FLOOR TRUSSES AT LARGE TUB AREA - (TYPICAL) DOUBLE 2"x8" SYP NO.2 NOTE: WATERPROOFING AND FLOOR SUPPORT LEDGER. FLASHING DESIGNED 9" ICF EXTERIOR AT LARGE TUB AREA, BY OTHERS BEARING WALL BELOW SEE DETAIL 1/S-10 MAIN HOUSE SECOND LEVEL FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" - ALL MAIN HOUSE FLOOR TRUSSES SHALL BE 20" SYSTE 42 PRE-ENGINEERED TOP CHORD BEARING FLOOR TRUSSES @ 19.2" O.C. - ALL MAIN HOUSE FLOOR TRUSSES OVER THE SOUTHEAS PORCH, SOUTHWEST PORCH, AND ENTRY PORCH SHALL BE 14" SYSTEM 42 PRE-ENGINEERED FACE MOUNT FLOOR TRUSSES @ 19.2" O.C. - ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL OR E UAL STURDI-FLOOR SUB FLOOR PLYWOOD UPPER 2"x4" INTERIOR SHEATHING. GLUE AND FASTEN TO WOOD WALL ABOVE ALIGNED INDICATES 2"x4"/2"x6" INTERIOR TRUSSES w/ 10d COMMON WIRE NAILS w/ LOWER 2„x4„ BEARING WALL @ 4" O.C. EDGE AND @ 6" O.C. FIELD INTERIOR BEARING WALL _= INDICATES INTERIOR HEADER BEAMEL.+ 12'-83/4" 1 ROW 10d COMMON WIRE ._.__..... __..__..________ ,LNAILS @ 4" O.C. INDICATES 12"x12" CMU COLUMN BELOW TOP OF PLYWOOD LL =J INDICATES CONCRETE BEAM AS OPEN FOR BM-# STAIR PER DETAILS ON SHEET S-8 00 00 INDICATES 2.0E MICROLAM LVL I 2"x4" SYP No.2 FB-# FLOOR BEAM, SIZE PER PLAN CONTINUOUS " INDICATES TOP OF INTERIOR HEADER (2)2"x4" SYP No.2 TOP (+0) BEAM FLUSH w o o I PLATE SPLICE TOGETHER w/ / FLOOR TRUSS 0 1 x4 SYP No.2 LATERAL ii ! 2 ROWS 10d COMMON WIRE ° (-20") INDICATES TOP OF INTERIOR HEADER 3° BRACES @ 48" O.C. ;; NAILS @ 16" O.C. II BEAM 16" BELOW TOP OF FLOOR TRUSS ° ° 20" PRE-ENGINEERED SYSTEM 42 'III FRAME INTERIOR BEARING ° ° WOOD FLOOR TRUSSES @ 19.2" O.C. II WALL w DOUBLE 2"x4" SPF NO.2 x INDICATES 1pc SIMPSON HTS24 H2.5 SEE FLOOR FRAMING PLAN 'I STUDS @ 12" O.C. TWISTED STRAP OR SIMPSON 1pc SIMPSON H2.5 CLIP FROM EACH MSTA24 FLAT STRAP FLOOR TRUSS TO DOUBLE TOP PLATE L INDICATES SIMPSON JOIST SECOND LEVEL FLOOR TRUSSES HANGER OR ADJUSTABLE AT STAIR OPENING FLOOR TRUSS HANGER 5 SECTION S-10 SCALE: 3/4" = V-0" 9" ICF WALL FORM w/ 4" CONCRETE CORE SINGLE 2"x10" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON ° LEDGER CONNECTOR SYSTEM 1pc SIMPSON ICFVL AND ° a 1pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. ICFVL- W INTERIOR SINGLE 2"x10" LEDGER SYSTEM 2 DETAIL S-10 SCALE: NTS 9" ICF WALL FORM w/ 4" CONCRETE CORE SINGLE 2x8 SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON ° LEDGER CONNECTOR SYSTEM -1pc SIMPSON ICFVL AND 1pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICFVL- W ICF -D3.62 SCREWS @-24" O.C. INTERIOR SINGLE 2"x8" LEDGER SYSTEM 3 DETAIL S-10 SCALE: NTS 1pc SIMPSON THA426 ADJUSTABLE TRUSS HANGER, FASTEN w/ 4-10d NAILS INTO TOP OF THE DOUBLE LEDGER AND 16-10d NAILS INTO THE FACE OF THE FLOOR BEAM AND 6-16d NAILS INTO TRUSS DOUBLE 2"x12" SYP NO.2 FLUSH FLOOR BEAM. SIMPSON THA426 ADJUSTABLE TRUSS HANGER AT FLUSH FLOOR BEAM 4 DETAIL S-10 SCALE: N.T.S. SCALE: 1/4" = 1'-0" 2' 4' 8' SINGLE 2"x8" SYP No.2 FLOOR SUPPORT LEDGER ° 2"x8" SYP NO.2 MAIN HOUSE FLOOR JOISTS @ 12" O.C. SECOND LEVEL 1pc SIMPSON LUS28 a FLOOR FRAMING FACE MOUNT HANGER w/ 10-10d COMMON PLAN WIRE NAILS LUS28 SIMPSON LUS28 FACE MOUNT HANGER AT STAIR LANDING FLOOR JOISTS smi 0 6 DETAIL SHEET 10 OF 17 S-10 SCALE: NTS 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH, FLORIDA 32250 WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS (808) 217-470' AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED cckathe@gmail.cm? WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USEr . INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 3 t� OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BL E INK RAISED SEAL W Fy Z � W LL Q = =U UQ Q LLJ W m co N Z Q � i - SCALE: 1/4" = 1'-0" 2' 4' 8' SINGLE 2"x8" SYP No.2 FLOOR SUPPORT LEDGER ° 2"x8" SYP NO.2 MAIN HOUSE FLOOR JOISTS @ 12" O.C. SECOND LEVEL 1pc SIMPSON LUS28 a FLOOR FRAMING FACE MOUNT HANGER w/ 10-10d COMMON PLAN WIRE NAILS LUS28 SIMPSON LUS28 FACE MOUNT HANGER AT STAIR LANDING FLOOR JOISTS smi 0 6 DETAIL SHEET 10 OF 17 S-10 SCALE: NTS 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE JACKSONVILLE BEACH, FLORIDA 32250 WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS (808) 217-470' AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED cckathe@gmail.cm? WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USEr . INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 3 t� OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BL E INK RAISED SEAL PREENGINEERED ROOF PREENGINEERED ROOF TRUSSES © 24" O.C. TRUSSES © 24" O.C. PREENGINEERED ROOF TRUSSES © 24" O.C. UNDER FRAME 2"x6" SYP NO.2 SUBFASCIA. VAULTED CEILING FASTEN w/ 3-12d RING SHANK w/ 2"x6" SYP No.2 COMMON WIRE NAILS INTO EACH 9" ICF BEARING 9" ICF BEARING CEILING JOISTS ROOF TRUSS TOP CHORD. WALL BELOW WALL BELOW CHIMNEY " @ 24 O.C. i t I I 1 1 2pcs SIMPSON III (3)1.7CROLAM LVL ry5"x114.�0y"�y2..OE I I III HEADf� Br _. _,_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ( I HTS24 STRAPS -T-------T---._-�-- � _--------_--- � _-_ _ - 77-----I-I------ ----- -- ----- _-- II FRAME ROOF CFI kTSIMPS - ON ' `-II �IInn E M INSTALL 2"x4" IpGE n w/ 2"x6" SYP NO.2`. �BLOCKING, TYPI �,L RA ERS -V _........ 4CEILING 0I N 9'-4" CEILING ----- - -® -rPICAL VAU DCEILING -��j w m U m z w m w 0 0 0' � O z Q CD 0- O (nw �0 O_ N z OZ 0� CD N U D' J w Ld �F- 0o N Z ZOO �0Z op Lj OL�'� CD= F -w N M N o \ O -1-Q J OJ\N (n N (nom O (.D � Owl o 0o Z ZOO ZZ (n U Z x U= M T- N CO_ O 0 w Ln N I- w 00 W CO 3 3= aU� <� Q� 0 cn Li �o J 0 zz cn � U ° ° �i o w pJ- ^ Q N oz \ >- - w a(� Q =w ° o` = zZ v) � U •0 >-Q W oum = Q N z 3w v Q U o W Q w w N 00'L� Z�Z Z J J Z� Z �� J Q _ >-Q CD F- LL- F- D- Q =W O_= W(n \ C:) co OF -U LL F-0 o w cn 0 Q L� OUB wU Q g=w O �� ^UQLd U w o' OQ w 0 ^o W � I= ❑ N o z LL cn UQn' o w 0Ucn = cv �w� Lw m UO' o' Q-- Z- = o I- N ❑ - mo @ 0cn- U� » z_F- o_ Z a � D_ " ww >-Q ww Q m oF-z D_ �J CV L� w Q D' m 0 cn _ U Q D' U J D_ w - < q 0 0 >- U M cDFU u UU w ~p cin wU J w cv 1= J Qo �F-~ U cv m cv 0Z\ �Q o_ �w Q 0 Q^x W U Q rn U) J w0 Z -w 0 -- o' 711 (-DLA J 0Z o z o m F- w Q O Q - Q \ w w = cn O GO U 0 O z w- 0 a_ Q Q- n' z \ 1- O F- z Q O I cn 0 z 0 0 O v z O 0 w J � U �� wU U" zZ cn UJ 00 wZ Qo O� " o'= I cn U O OQ � p a -J o Q- �w m �w Un - " Lj 00 Ncncn mm Q mZ Of O N 0� m N © 0 W LL1 W X J w P- cno'0 0 00 m o' x JO �m �< z c0 �Ln ao N�(n _ o _ �= _z -j w x d -i L- -' �z �� 0 0� (> L�.1 cn ~ a- (n Q U) w W Q m G' O W I Q Z O (n (n O N L17 W U - Q x F- J N w w (n w I (n Un O m U Q F- Lu Z 0 U N Z 1- O a' co Q � Z W = 00 N (n m Q \ Q J U W J F- D_ Q d a- I- cD O N F- D_ 5) m Li 0 Q \ Q x W d d J w -� O -� J Z F- D 0 Q' - W 0 0 U O O m Z N C� U D_ o U .-J © 3zF- 0� Q= m-' cn 0 ^xQ \Q o- w i�'a w =,Q OD- - oQ o >- U o D'D o o w 1 > ❑ W W U w w o w o w N cD (n Q o' z J w x W m w w " cn 0" O_ Q F- to w p Z> o w D_ 10 O_ 0 F- W H ti LLJ LL- o cnmF-� �wcn cn �cn o w J w ^ cn 0 mw U J J U 3zF- n 0 Zo' (� cn LL Uw wo'a_ Zw QwQ O O zU � U -a0 w O cn W > U U (n w O v U 44z )� � m Q D_ J U U z 1 O J U w (� x m (%� D Q 0 Z Z I (n m Ld (n � (� C_ L� U W W cn p- �= 0� (%� " O D' (n 0 Q a O (n �� F- W � > J J m I Jo=Q xcnJ Q QQO OF- z �w " cn W Ow Q �x Li C/) mo m oC° � D -z = Na W 0� 0 z U NO NZQ W N Jo' = mo r @j w W cn� ^ U'� U z\Nw W Q ❑ Q U) w d 0) -t LiUcnJ wQa Z �� U _ QQ cn U) -i NQ o� -0 W Q W 0 � � W 0= 0 Q CU Ln �Un (n JQ O F-- ^ Qo F-� Z - O= W ❑ 10 - JJ c� J= QZ w O �� Or- p Z c�i0 zQ ww � w" _� �J� (n LLJ J� w� 3 n -w _ x w�cf) w ZUn �- - - Z CV U o n 0 �' o �- o � LL Q o = w cn cn . J Q - cn o- - x z Q D_ - Q -� w w Q Q w 0 ❑ J O F- 07 Q I= o' Z N> � Q a Jw �� o f O N F-0 J J IL b� N I �Z o 1-1 w z D_� z Nw w w^ �� W o o o� - w W o_ QZ �> I Q ^ o N J Q o- Q D_w -� O o H rn Q w - F- � cn cn z U o_ N z � cn cn � p w - - - L<_ N mz U F- 3 0= 0� O � `° i ozcn �W � m ^ o'o o �� X�m � m " � � N �. L� _ -� Q ,� o W .. .. e.. x--.. o _ cn W z (n � o o' o I cn z" m F- O P o z z Q �- Q m f- o (n a -, L� W 2 p xo' z J I �0 Z o_� 00 ^I Vo w 0 �Jw I W I Z W cf)I- cn rte_ =No Q �w �O Z o Q xft' F- w �u ��Q 0 0 W ^ Ld x � 0 LL (n (n U) w Un m N w �' W � J U U O ^ U (n U z II � Z II � �- w p 0 11 Q 0 0 w __ ._._ __ 0 0 " cn �� 0 0 - --1QOo ao Nw 0 Q O - " _ X __ d 0 \ r� a L L U W Li .. _ W \ O W 0 \ \ M (,,� O \ �� 00 J -� i Q d UQ k 00 < 1 (I— M LL I— _ 1 W f- 0 0 cn 0 --I N Z = W ( — �-/----------------- -1ry W= .- U W -� � (/ W Q Z C� O Q j� O W (� W .._. _� nz o Q cn o 0 0' Z W ------------------ J __ W O J __ W 0 I.' J a m �� Z j F- w= D_ J O 00 J -� ( w0 Q > W Q W W Q I W W W w U ^mow �p m Lj Q Uo �z O 0 W Q (� _ U Q o F Q o o a �I �--1 0' o o -, W > U ^ J J ° -� cn Li- m N� v n �� Z L'- �Z ZLLNU J W V J U -I l ED I w J U) W cn -J W cn J W cn X o' Z o N Q m 0 LL (� - 00 � ``�w_ o' oQo IL F-- �_ U J CD - ~ (� ~ ;,�� oo� z z 0 �D' w C/) - o a; z = w a \ w N z J U Nd 0 I 0_W Z0 �� -) N D_0 N Cjz UF- 0 3m N 0_0 z N Q z N x J� 0 w COw n --I J Q UO_ D_Z >-U w0 Q z Q OZ OQ QQ F- O � OZ N Uz Z - OJ Z - 0 LLQ � © a- @j O_ w Jm W N J U z II it O w cfl I U I U m N 1 r O w o' " z I 0 d Q 1 LJ o_ Ln I r� Z w g >- w cn n' U> > cfl Qw 0 oc~n O wN co 0 U �w w= a a N wz c� cn w>- O J 0 W N 0 �- v) �Q m 0 U cn w cnO O 1 z�w o LLQ � �Q ��l Win' W Q zm oN�z oo z ~� zm LF -L' NU W Q a�z Q �Z U Q I _ U mJ N _1 cn n _ D_ w - c~n �U W �O o z I - w z �o `no cn o_ oN QOQ m 0 � } " � U)o U) ^ -i C �� w~ w U2 � W J cn O;z (n Q = o'Q o w ^x � w ~w =� > �� J0 �� U Q D_ 0� �� XQ ©Q mw oo cf) ci �� 0 �m cn ow 0 m I n'w zcn OQ �- OJ Q w ~ N� o �� Jm ^x� @jQ D_0 w cnLL Q o J\o woo"' C/) z =Z cn Qw D_ O W O' w U� " W� Q N Elf OZ � wm LJL0 3 O_ J 0_Z 0 w> Ow U w w cn 0 X (-)o z L'I �0 w �cn 0 I CU w 1,Ld �_°' U V) �� o�\� w Ld Z �O �� N a W w �p cn F -w z Zo 00 W O o �~ W a_ N Un W cn D' m L7 m 0_ Z 0 m i Q o' D_o- Li c� 3 J z wD_z a o'0 �/ 118-,L =o �cn� a Z z0 J w _J z �/ g_ Z �w Q cD �- � �/� ,<8 N po �0 (n r 0 0 0 Q w m 0 0 � F- £ F- N n J Q= J £ w = (n " �, � (n D- � - z w o _ �D o' w -� ^ _ J w w m z I - F- =) � 0-0 O 00 F- Q co F- Z U O J JJ O'Z w 0 w �--j w mw Z� I` -m «� £ "g `� z xW N Q �Q 1 W > Of U)Q m J (n U I W O / w w X w 0 Un J W ^ w F- w L� 11 == cn- F- I zLLw w ocn «�/� g- ( cn QN mw w NU -w w ^ «�,/� g-�� D- U a v) �,/� 8- L Q 1- F- d Q w p J I O' N J 0 J _ << Q cnQ j J o=� n J moo- a �/� 8_�� w oo� J �� cn - n w I o NQ o' U " W~ I N U Q Iw- ^ LL (n ~ " a- -i � O U W " J w Z W w L.L �(= 000LJ 00 "d O m " (nam0ZO a ^� 0 -0 0 ZJ�W o0o Ln 0 \ Uo I W O D \ p O � Q O n 00 -0Qcn 00 ap p N o w JOQ -t� N 00 � � J J o'er J N d- o (n I >- LL M O 0 O w \ O Q 1 > _ °° °° = LLl LL «8 I� cn J� N °p z �= 3U ©J N n Q Q Lnzo Q > F- U N z~ + LL N + LL U 0 w Q U 3 w a + 0 w a_ cJ w O U = Q U O W x 0' 0 W a- 0 °' U Fw- N 0QN W m z Q p,-0= U\Y v z�F—cnU m U Z 3 U (n Y O J 0 CD w (� 0 z o wm �cn w Z o z N Q LLJ c- J F- �z m� mm0 �z w m (n w F- F- 0 0 D' U w m QO L�U� N D_ o� ^ �- O vio cn-Ln Om 10Qo m� Z m CD w 0o J cnwcn OU Zcf) n' �U 0 Oz = C)o O e000000' 0 N �= zQz a z 3p00 Q cD ao Ow � o C/) Ld Q Q 0< J o O �Q QmQ �3 UZF- O U O_ -i w Ld 00: �� w �F--. J CU W� Q D_ Ln aoaQoo o Z F w QLLJ O WY cn JJ I- \ O .COQ J 0_ OJ\N N� N _(n w J \ O -�Q CIA C7 Q o cn mQ 3\_ =Q � -0 V)� = 3\ �~o U LLQ cUnmQ `.0 �QJ� �o'U F- °�� U) Q� o� N 0 � � 0� V) QUA w o 0 0 U O J Q(nJ " O_ Q=Qo' w�Z Q Lj w N oo'w z�z Z 1 © Oo z U z 3D_ J QL Z�= � oo'w © z 0w Q w Q QJ " 0Q LL- NO_ LL- BUD JF- F- D_ 0E -U L�I-O o JJ w Un �- n m O a- p Q = �F-0 � � OF -U J \> Zm> � < Z Za � N Jlw- 00 Zz Q�U �W >- ow°' U�U U UU w ~C) �� D_ tt WU LLJ J z0 U�U >- o ® NO n� Z 3m il)�Z 0 �J �w - O ° o` = Z� N WO 0'U� OU J w U 3�O �U� OU 0 ZZcn U OoW © a0 pZ QO wpm o=tn w Q\�Ow o m oQ Ncn� Oo_ �0 �wQ U (n U W Z U J I- U 3 O I� CO ^ J U LJa- J �~ QD_0 Nm -� W f- �D_0 D 00 O_ 0_ "xW \V) "X JO �� 0� (n o'0 J W F- co F- O �Z OM W = -0 -0 0-0 3 O N W N W 3 _J N U QQ U W J m a_N X (n w w L{� o (n F- a- J w -0 f O Q Z m Q m m O w I Q Z (n Un O N Ln _ D_ 0 W + I— + + J 0 N z o Q N � m Q O J � U w J� cn n' Q � a_ a_ I- cfl � F- o' � a_ w m F- J U LLQ I- m � �� m =J W O U m Q W mm O Z> O > 0 J O+ W J O J O N J pJ (D (n I Z > O� G_ _�� W I J Z J O O L_Z �m 0 (nwF-� F- Q0 WF-�. LL WF- W00 ^ Um O N Q w 0 cn F- w (n (n (n Z www UWO Wn Z U U z I OJ mm U I m a 0 " D' F -F -U) �aZ II II co I LL U w 0 Ln cn Ow — 0a- .-O zZO r�r' WWZ L3 �ULn 0J UUP � xZLL O Q J Z Wi- F- Q m- w I p W D p x O Q W Q - J Z Wi-k Q z O� L~ Q D W Q 0 n ?% I �Qa- I O m t I L -U cn -i WQa_ Z QQ� U QQ OZ J O 0 cn -i NQ Z�0 W Qa- m "t I li0(nJ I \W W // I Q Ix Q U � p Qo 0m �� r N mo- 9-,� % XF-m x cn W Q w (n Ln - D- Q w W = w �~ db� IW «9Z db� W, �Z 1 =D 0 CL zltz 0 ~ p J p0 �I- QF-/=/�r UUn w w = L.l f� -- ,_ ... .,.., m ...- .M -%k. _ -- O Q Z Z Z m (� (n Q�.„ - �� ._ _ _. _ .rte_` _�. Q O U U z O 0 Q 0_ z w _. _ _ _. Z 11 = Q o �- 0 N I n' �nv� 0 L___�� EC QOQ �U 0_w ;l` w U Q I w w 0 0 = cn o 0 ji` f z0 00 �zcwD �� wcn °' — _ I I --(=)i O QO Li UQ l,; . I j o W E L 0 cn L� z © : j;f " L1J Q o h; SCD i " Unw \0 w Lj LjZ 00 Un 0 �U N0 C3z u -H U w U O_ a ch U CD z z J J w (n \ Q D' O 00 � J z d- O Q cn m 0= m 0 V J cn S n 0 0 c i O Z co Un - Q Q N Q o W J Q o o o Q w cn J 0 0 J W a- -0 Q o F- O J o_ (n 1- F- 0 z w ' ox 0 w z LL. V) Q (nz 0 ^ Q �« �� z n n w �� a � m 0=Z 0 " Q I U I 0 0' � I cn ;-` w o -0 Z w Q °- O U m z J O m N F- U) U) >- > w LL F- `- U m F- ;- 0 d- 0 W � ' QU Q 0 = Q > N W WQ� 17Z 0- 0- JO W (j (>U F-0 NCD 0� (n U)QO NZ w Z I N n- n 3: -0 J G_ O_ " J D_ N U -� J (n O_ F- F- U W O O Q F- D_ _ J Un Z 0) Z U W F- -1 M w D_ > 1 SCALE: 3/4 — 1 -0 > oo w D_ F- \J �- 1 �cn n Q�@� w~ Q Qww Q aUo' (N "t 0 "NQ �� a o� z c�F-w Q C�o'mm o Q J w N Q Ln U x m J F- 0' Z 0- cn Xo' n " m Ow w cn � Jp ' II II Ow = Q o' Q1- 0 0 wU 1 2 J o -p O 0 N =0 N o'm , pF- z co ow � pm �\ cn QwF-Q — UO'Z z U x Q U o' w \001- w ^x w UO �w Qw Jcn O wm cn 0 0' Un D' OZ- — OZZO 0 3 I U LLJN a- N(n mzU F- Z� cf) ! 0 wQ�© 0 W0(n0_ ULli �� 3JFw-- Z�QY F -m 0' 0� �� -� UJ JO U w r, z 00z o a �o pzz 0� Qo mw 0 Z a_ " o U) U V) a_ D_ Q wm �O W ZQ O W N O O- "� m 0 0� a-= �� N� OQ �p 0 z ZO �o -5 Oo N wz- Nww `-wz w0Lf) �\ w " LL w Q F- W O Z Z F- J O U J Ld \ L� U ;' U Q� w O cn Ow cf) d 1EU U OQ I OJ �Q -0 w ZU �LL F -m z Qo'cn U OQ� z ©mow Z m F- 0 rip w O :. O Q = F- m " � -N =z , Qw o w w ow w ^ =Z wD_ Q wm Z Z z cd, J WALL SECTIONS z- v o' U a n' w o_ " D- 0 F- Q O O m o_ w cn -i `� _ o wCD x © �w o� 0 L!�p 0� mz '-wD� a_ WJ Q o � Q �0 ONS JJ\W p UZ�n ��' AND DETAILS 0 Qa- ~ m QW N WNU I Q 0_O_ LL0 3 a LJL vU 0oa' I J� U m W U W F -F- J Ow u z� w x D' m I \UIQ r 00 1 U _ QW'� �0 �Q \ z Un z cn Q Q Ln z w " 0 m w < � w O 0 0 (" D- X � 0 0 w ,.,-) z o Ln o'� o e v m Q . -j -iLL. Li- �z 0 04 mw :- 0c) :2 j 0 v Q w Iw = a j O_ N '� O_ x " N N F- _ (n "It O' j . F- J m cn O (n U V) D_ N / :_ =\ z cn �- a_ \@ a- 0 0 Q U w Q U Q z cn N Q Q n' 3 O z m 0- z w U w Z O Q ^ a=LLj~ © ~ m F- 1 w w Q Ln m m 0- O cf)M U m i l U U O o' U � w ( a. 0 0 O w w /i O 0� a- ( Z QJ M Q I (n N 0 m O LL- CO (n _ O W Q W m 0O 0 a © I� 0 w= CD cn o' F- �F-- - J z w0'Z b/� «8-�� @\ o o `_ Sm 12 Q Q O U �3��i Q LLI D O O 3 1 � � O SHEET 12 OF 17 11' Q,- Q w zm� z �,_ w JU 01- J o = `� /� << , 6 I-- Z LL 03/01/2018 U p 0 O 0 Q P w J J "� U BUILDING PERMIT ISSUE �pZ� UWZ_ "�� "aJ NUgQLii L o 00 ,� Q Q 0 0 o w Z = 0 0 Q CHRISTOPHER C. KATHE, INC. I- a d ~ 0 O J Z U - `r O I J 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS --__-__ _ F- 0 >- N Q 0_ 1 W ^ i- "� U 0 Un ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER m D_ © cn 0 N w I U d a 00 p Q w 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE Li W � w >0 Q U + 0 N - (n - J N J + 0 WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLO IDA 32250 U © I AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 ,1 C) U N Z CL + 0 F- N Q~ m w 0_ cckathe@ F m z N \ W O J 0_ U1_ z \ Z + O O WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. M L,� \ m 3 W 0 ^ U 3 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE q, m 3 F- "x QG_ w O INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE **��yy p v WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 362 Y Q " m ~ OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL PREENGINERED ROOF TRUSS SYSTEM DESIGN LOADS TOP CHORD DESIGN DEAD LOAD = 15 psf TOP CHORD DESIGN LIVE LOAD = 20 psf 2"x6" SYP N0.2 OUTLOOKER @ 24" O.C. 5/8" CDX PLYWOOD ROOF SHEATHING. _\ FASTEN W/ 8d RING SHANK COMMON WIRE NAILS @ 4" O.C. EDGES AND @ 6" O.C. FIELD 2"x4" SYP N0.2 BLOCKING @ 48" O.C. 4-12d NAILS 4d TOE NAILS EACH END, F OM BLOCKING TO TR TOP CHORD 12d IL 4" O.C. FROM A RAL BRACE TO 0CKING BELOW .............�. 2"x4"x8'-0" SYP No.2 LATERAL BRACE @ 48" O.C. FASTEN w/ 3-12d INTO EACH BOTTOM CHORD 2"x4" BLOCKING @ 48" O.C. BETWEEN GABLE END AND FIRST ROOF TRUSS 1/2 "GYPSUM DRYWALL CEILING 2"x10" P.T. SYP No.2 TOP PLATE w/ 1/2"0 x 10" HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2"x2"x1/8" PLATE WASHER @ 24" O.C. OFFICE 1/2" GYPSUM WALL BOARD 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGE AND @ 6" O.C. FIELD 00 _I 1 "x4" P.T. SYP N0.2 LATERAL BRACING @ 48" O.C., FASTEN w/ 2-10d COMMON WIRE NAILS AT EACH FLOOR TRUSS INTERSECTION 1/2" GYPSUM -� DRYWALL CEILING 20" PRE-ENGINEERED SYSTEM 42 WOOD FLOOR TRUSSES @ 19.2" O.C. SEE FLOOR FRAMING PLAN BEACH BATH 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION 1/2" GYPSUM WALL BOARD 00 00 O 3/4" TURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. EDGE AND @ 6" O.C. FIELD d- EL.+ 12'-83/4" TOP OF PLYWOOD 00 I 1 pc SIMPSON H2.5 CLIP ° FROM EACH OUTLOOKER H2.5 TO 2"x10" PLATE INSTALL 4pcs-12d TOENAILS EACH OUTLOOKER TO TOP CHORD OF ROOF TRUSS 2"x6" SYP NO.2 SOLID BLOCKING IN-BETWEEN OUTLOOKERS FASCIA AND SOFFIT - AS PER ARCHITECTURAL PLANS AND SECTIONS \� 2"x6" SYP NO.2 SUBFASCIA. FASTEN w/ 3-12d RING SHANK NAILS INTO EACH OUTLOOKER. Im HOLD GABLE END TRUSS DOWN 51/2" TO ALLOW FOR 2"x6" SYP NO.2 OUTLOOKERS 1/2" APA RATED WALL SHEATHING FASTENED w/ 8d COMMON WIRE NAILS @ 3" O.C. EDGE AND 6" O.C. FIELD 2"x4" SYP NO.2 X -BRACE @ 48" O.C. I 1 ROW 12d TOE -NAILS @ 8" O.C. i 4-12d NAILS NON-STRUCTURAL DECORATIVE BAND AS PER ARCHITECTURAL PLANS AND SECTIONS w/ 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 24" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-7 FOR ICF WALL LAYOUT EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS n Q z 1 ROW 10d COMMON WIRE NAILS @ 4" O.C. in N 1pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. ADD 1-#5 CONTINUOUS AT LEDGER LOCATION SINGLE 2"x8" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM 2"x4" DRYWALL NAILER AS REQUIRED EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT PARTIAL WALL SECTION AT TWO-STORY GABLE END WALL 1 SECTION S-13 SCALE: 3/4" = 1'-0" �-1 %4" SYP No.2 LATERAL BRACES @ 48" O.C. 20" PRE-ENGINEERED SYSTEM 42 )OD FLOOR TRUSSES @ 19.2" O.C. SEE FLOOR FRAMING PLAN 1pc SIMPSON H2.5 CLIP FROM EACH FLOOR TRUSS TO INTERIOR HEADER BEAM UPPER 2"x4" INTERIOR ELEVATOR WALL ALIGNED w/ LOWER 2"x4" INTERIOR BEARING WALL FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING, GLUE AND FASTEN TO WOOD TRUSSES / 10d COMMON WIRE NAILS 2 ROWS 12d COMMON WIRE >> W " @ 4 O.C. EDGE AND @ 6 O.C. FIELD NAILS @ 16" O.C. EL.+ 12'-83/4" ' OPEN FOR TOP OF PLYWOOD ELEVATOR rl) 00 2"x4" SYP No.2 00 CONTINUOUS _I (2) 2"x8" SYP No.2 INTERIOR FLOOR HEADER BEAM AS PER PLAN 2"x4" INTERIOR ELEVATOR BEARING WALL BEYOND. SEE SHEET S-6. SECOND LEVEL FLOOR TRUSSES AT ELEVATOR DOOR HEADER BEAM 2 SECTION S-13 SCALE: 3/4" = 1'-0" FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 1"x4" P.T. SYP No.2 LATERAL 1/2" GYPSUM BRACING @ 48" O.C., FASTEN DRYWALL CEILING w/ 2-10d COMMON WIRE 20" PRE-ENGINEERED NAILS AT EACH FLOOR SYSTEM 42 WOOD FLOOR TRUSS INTERSECTION TRUSSES @ 19.2" O.C. SEE FLOOR FRAMING PLAN 2"x4" DRYWALL NAILER AS REQUIRED 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION SECOND LEVEL FLOOR BEAM SUPPORT AND 9" ICF WALL CONNECTION 4 SECTION S-13 SCALE: 3/4" = 1'-0" 4" STURDI-FLOOR SUB FLOOR PLYWOOD 20" PRE-ENGINEERED SYSTEM 42 N SHEATHING. GLUE AND FASTEN TO WOOD WOOD FLOOR TRUSSES. SEE FLOOR Q TRUSSES W/ 10d COMMON WIRE NAILS FRAMING PLAN FOR SPACING. 0000 @ 4" O.C. EDGE AND @ 6" O.C. FIELD p NAILS @ 4" O.C. M Q = EL.+ 12'-83/4" TOP OF PLYWOOD Q 1 pc SIMPSON ICFVL AND Q 19.2" 12"f 18"f 14"t 1%4" P.T. SYP No.2 LATERAL 1pc SIMPSON ICFVL-W LEDGER 00 BRACING @ 48" O.C., FASTEN 6i 00 -1 w/ 2-10d COMMON WIRE QWui -I NAILS AT EACH FLOOR SYSTEM 42 WOOD IT I ITTI IT TRUSS INTERSECTION v A Z 0. ° °° o '/2" GYPSUM ° ° `- DRYWALL CEILING 2"x4" BLOCLIMG FOR GYPSUM mr- 3ply 1.75"x11.25" 1.9E DRYWALL AS REQUIRED MICROLAM LVL FLOOR BEAM. 1 pc SIMPSON MGT. FASTEN MGT ADD 1-#5 HORIZONTAL w/ 22-10d COMMON WIRE AT TOP OF WALL NAILS AND 5/8 "Ox12" HOT WLL DIPPED GALVANIZED 9" ICF WALL w/ 8" wide CONCRETE ANCHOR BOLT LUG AT FLOOR BEAM LOCATION. ADD 1%6" P.T. SYP NO.2 ADD 1-#5 VERTICAL AT LUG. FLAT BLOCK UNDER FLOOR BEAM SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1/2" GYPSUM WALL BOARD Z DINING ROOM 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. NOTE: SPLICE 11.25"d MULTI -PLY FILL SOLID w/ 3000 psi MICROLAM LVL FLOOR HEADER CONCRETE. SEE STRUCTURAL BEAMS TOGETHER w/ 5 ROWS SHEET S-6 FOR ICF WALL 12d RING SHANK COMMON WIRE LAYOUT NAILS @ 12" O.C., EACH LAYER SECOND LEVEL FLOOR BEAM SUPPORT AND 9" ICF WALL CONNECTION 4 SECTION S-13 SCALE: 3/4" = 1'-0" 1 pc SIMPSON THA418 `- ADJUSTABLE TRUSS HANGER 2"x4" SYP NO.2 CEILING DIAPHRAGM NAILER EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURA SHEET S-6 FOR ICF WALL LAYOUT SECOND LEVEL FLOOR TRUSSES AT ONE-STORY WALL TRANSITION 3 SECTION S-13 SCALE: 3/4" = 1'-0" M O� CO N � LL p% Q co co 1 ROW 10d COMMON WIRE 0000 Q p NAILS @ 4" O.C. M Q = o Q 1 pc SIMPSON ICFVL AND Q W Q 1pc SIMPSON ICFVL-W LEDGER U � lo� 6i CONNECTOR SYSTEM w/ 8pcs 14" PRE-ENGINEERED QWui W ICF -D3.62 SCREWS @ 24" O.C. SYSTEM 42 WOOD � w FLOOR TRUSSES Z U ADD 1-#5 CONTINUOUS @ 19.2" O.C. U) U QLu AT LEDGER LOCATION F_ 1 pc SIMPSON THA418 `- ADJUSTABLE TRUSS HANGER 2"x4" SYP NO.2 CEILING DIAPHRAGM NAILER EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURA SHEET S-6 FOR ICF WALL LAYOUT SECOND LEVEL FLOOR TRUSSES AT ONE-STORY WALL TRANSITION 3 SECTION S-13 SCALE: 3/4" = 1'-0" M O� CO W �O � LL p% N ///1, N N 0000 N p N M Q LL INSTALL 1/2" CDX PLYWOOD CEILING DIAPHRAGM TO COVERED PORCH. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES AND 6" O.C. FIELD 14" PRE-ENGINEERED SYSTEM 42 WOOD FLOOR 1 pc SIMPSON THA418 ADJUSTABLE TRUSS TRUSS @ 19.2" O.C. HANGER, FASTEN w/ 4-10d NAILS INTO TOP OF THE SINGLE LEDGER AND 16-10dx11/2" NAILS INTO THE FACE OF THE FLOOR LEDGER 6d6 AND 6-16d NAILS INTO THE FLOOR TRUSS EL.+ 12 -83/4 M TOP OF PLYWOOD N N �- SINGLE 2"x10" P.T. SYP NO.2 d a FLOOR SUPPORT LEDGER. d6 dd dddd dd ddd° dd a THA418 ddd FLORIDA PRODUCT APPROVAL #10447.22 SIMPSON THA418 ADJUSTABLE TRUSS HANGER AT SINGLE FLOOR LEDGER 5 DETAIL S-13 SCALE: N.T.S. 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION 1/2" GYPSUM WALL BOARD MASTER BEDROOM 1 ROW 10d COMMON WIRE NAILS @ 4" O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD TRUSSES W/ 10d COMMON WIRE NAILS @ 4" O.C. EDGE AND @ 6" O.C. FIELD 14" PRE-ENGINEERED SYSTEM 42 WOOD FLOOR TRUSSES @ 19.2" O.C. INSTALL 1/2" CDX PLYWOOD CEILING DIAPHRAGM TO COVERED PORCH. FASTEN w/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES AND 6" O.C. FIELD 2"x10" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 19.2" O.C. 1 pc SIMPSON THA418- SOUTHEAST PORCH ADJUSTABLE TRUSS -- HANGER 2"x4" SYP NO.2 CEILING - DIAPHRAGM NAILER 12 "" BM -2 CAMBER +1/4" AT END SPANS NO CAMBER AT MIDDLE SPAN PARTIAL WALL SECTION OVER SOUTH EAST COVERED PORCH 6 SECTION S-13 SCALE: 3/4" = 1'-0" EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS �- w/ 9" ICF WALL SYSTEM w/ 4 CONCRETE CORE w/ 1-#5 VERTICAL @ 24" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-7 FOR ICF WALL LAYOUT ,--#5x42" VERTICAL STRAIGHT DOWELS @ 24" O.C. 3-#5 TOP, CONTINUOUS #3 CLOSED STIRRUPS @ 9" O.C. 0 3-#5 BOTTOM Q O� CO CO p p% Cl) o N N 0000 I- W p N M Q LL II.-Cp_0N Q = Q O CD U � � J Ljj QWui W m Do 0 N Z W w � U U) U QLu ti o F_ mr- r - �QpfzWN _ Z I WLL 2Oo�rn QLLNW= Z a SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS Sml 3 SHEET 13 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE COPE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN •\CCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FO-: BUILDINGS JACKSONVILLE BEACH, FLOf4tDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)2174 ' 707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@grrz9d C 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND 1 HEIR USE q� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE � �' � I WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 0 W p% DO Z J W LL Q = W=U U < Q Ljj W m Do 0 N Z Q r F_ SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS Sml 3 SHEET 13 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE COPE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN •\CCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FO-: BUILDINGS JACKSONVILLE BEACH, FLOf4tDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)2174 ' 707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@grrz9d C 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND 1 HEIR USE q� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE � �' � I WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL LC),O U Z_ ^xm N m © Q ((n 3 U Z_ 0_ _ =) _j � U) LL U) Q Y Z 3 U Q a pW Z LL Y U 0 co Of W 0 F-Q Ld W U Z OJ co J D Z CL -J m- 0 D_ O OUp O J J U)F- LLJM �F-0 =) =) -D_ m J �F- Lu > 0= 0 0 Q m ALL z LL. 0 p- U) C'1 N om= Q' F- 0 L.Lj Cj J 0 O Q ao MI D_ QO 0E-0 ND_ �zUO E F- (/) O �� S 0 o Q �' W �_ = V) O� n� LLL J U O Z _J Q n '� ., Q U Z U Lal U O U)� nen ZQ\� Q z N O 0=, Q w S p �� Z QQQ >W -z 30U�0 N Q w Ja 0_ LL U� U) " O w Z p m (n W (n (n 0 o e o 0 o N U O Z U � Q W V) coo - Y (n Z LL � Z (� O �. O U " oo' = Q 71 Z �W O �D_ZQ (0 �Q_�_I� D_ 0-a U)J w J WOQ O N Wa m J O O U Q_ W U Qcn -J ^- QSQm O N QW O Q W N "x _ O_ p D'Q_ " O O LL Q D_ N D' w U) Z F- " J N m Z N m N C,4 J Z W J O N W U) O- d d p Q O W ~ 0 0 0®o N O D_ JQ - �z N X N m0' Z M OU © Q= W= © (D 0 0 0 U) Q W 00 \ Q� \ § d- 0 U) U) C) W W V) \ p N Q Ld "X WW N m0 >- 3 XW O J U QU p U 000 w (/) W O Ll- N W O / I .' L11 U) Z S W' Q 0_' Q_' W U C 7 W F- � 0_ W O d F- 0 I- W~ Z o LO Z Z O Of 0 O JHS f I NS d H� �LLLOW <L = Z YS MF- OSS UD_ �� Q WN J. \ W_U x U) ^O z �U J UU Z U O F- m /f M N m 0' ^ Q O M O\- W Q W Of 10 M Q M F= eeveee vWi W O cn I I ° \ W Q N Li- U .gym 3 m F- Q Gt� 0 Q M U Z4Zw z4kcn F- cn J W z z (D M e e e e CD F -Z ° ' N I 0_ V) C0 N W J F- O W J z 0 Y Q S' O 0 D_ Q F- U (n O D' LLJ D_ w Y 1 F- 3�: O w (j 0_ OO OO p Q=)OJT CD i cn 00 �N S�QL� p ~O O@ LLJ w0�Cj 0U L 77 N d O U=i nwo ZO Y LO w z m>- LL Q z�� OSUco V) Q �_ O O © ^ O U n x D_ Uw l n N poma Nzd "XU O "X O= S N m >- 00 J a Wiz LnX NU 0 Z w O U W D' U)� >_ cn cn @ X Z J N Y Q U Z O J m N cn n Z m0 Z U U w 0 J O 0 m O r I LL w O S U Q LL] ssna a3aao Xjdz cn \ Q LLj ��Z \ q H Cj ^xm N m © Z 3 LLQ Q O� 0_ zJ0 _ =) _j � U) LL U) F- Q O Q LLI U) Y Lit � 0 0 n W U) Z U 1 f Q LLJ U U U ' { - - ---------------------- 0 F-Q Ld W Q \@ } Q ~ O U w �� -- O cl) " z d m J U)F- O Um z U�FW- (n p N L LJ F- J J 0= W 0 L _D 0 z J0 O W F~-f -It � JF- p p ZOS O DQU-O ©O�0U oF10Y =) mm UO Q DoCDX LLJ 0 cn0= N UN ^ Z O Z W O O Z F- LL Q O = U (j CD Z F_ 00 x (D D_ mN F -U No U Q 0p p N Lj V) LZLJ (9) m� N z Op�� Z ry U 0- 1 d Q F_ U F - F -O U) z `- p� U) m Q W nzp 0 0- 0 Lz O U M C� -0 p U) � Z Z^ Q F- 1 Ld I cnJ CD F- U Z NQ NU (n w m� cn 0d a I ti z 0 �--�w F -NO Q� W�u-��t W Q Q V) ZW Q >- 00 J LL W _w U 3= LL U CO (/') [If Q� tigzm O" Q 04 WLL U Z n- Q U Z J Q Z 0- \ J Z U pLi-I©� F_ m Ll- W LL w D_ U ,n J o Z U U) QZ QY z J n U X�-U Z o O V) N00 U)D'W F--0 Q= U O pUU p m Q O\ U W Q J� O F-S Z Z Q O= m0_ � �Q' O MU) 00 C/)"a0Q - 1f D- Z p QUO O N U)W WOE U)U JW W pY IULU UJ V)Q N (D Ld Zp O Q� I N u�LL D' Z Xp O Q ZQF— V) JU D_\Qp ~� Z0V) 00 p� O Z D_O zm O~ r (D Ld< N(D U V) 0_Q 3 ZF- o l- w F- (n J Q C- J o_ H o_ 0 LL D_ O 3 Q " W ^ N z 0 - Ld cn v m LL F— N� U N O X � O S � Q O LL1D_ v Q a O_ W 0 _0 F- 0 0 Q F_ " 1 U Fn m W h- 0� � U Q N W D' O Q O N ULLJ Om m NYO cn�\Q ^N QU Q Ln O O am NU) �w II I Ln0w cn0� WW �� F.QLQ LL_ N 3w N� LL O �� ZI O F_ S�� Q_ �F-� �LU ^ W N W _J �m Z p Q ) o(5 W cc) m � " ¢ O z O=W Jon J 0' z L1 � J Q 0 JpJ -N LLJLJLLJJ p U)UO D Q=� ~U %' W LU Q U) mw U) p OQ co pLd -Q LLF V) U) Q LL, zw0 F- U j n 0 W W D_ i Q� O O Ld :::> - - v00 c �` _r .® LLJ2 Ci WF- Welf af m W r-LLU d Q >(n wo m , (n O D' LLJ D_ w Y 1 F- 3�: O w (j 0_ OO OO p Q=)OJT CD i cn 00 �N S�QL� p ~O O@ LLJ w0�Cj 0U L 77 N d O U=i nwo ZO Y LO w z m>- LL Q z�� OSUco V) Q �_ O O © ^ O U n x D_ Uw l n N poma Nzd "XU O "X O= S N m >- 00 J a Wiz LnX NU 0 Z w O U W D' U)� >_ cn cn @ X Z J N Y Q U Z O J m N cn n Z m0 Z U U w 0 J O 0 m O r I LL w O S U Q LL] ssna a3aao Xjdz cn \ Q LLj ��Z \ q H Cj ^xm N m © Z 3 LLQ Q O� 0_ zJ0 O)- U U) =) _j � U) LL U) Ld I' (n �QU U U > ^ N W 0 F-Q Ld W Q \@ } Q ~ O U w �� ocf) LL O LQWF- I L D_ O cl) " z d m J U)F- O Um z U�FW- 1 LL- U p N N(� J J � : n 0 Z Z 0 L _D 0 z J0 O W F~-f -It � JF- p p ZOS O DQU-O ©O�0U oF10Y =) mm UO Q DoCDX LLJ 0 cn0= N UN ^ D_ 00 >1dU' UQU \UW U) O m ZJ U d O mLdQ 3 m v 77 F- O Z F_ 00 x (D D_ mN F -U No U Q 0p p N Lj V) LZLJ (9) m� N z Op�� Z ry U 0- 1 d Q m m d >< C� \ q H Cj ^xm N m © Z 3 N_ Q O O)- U U) =) _j � U) LL U) Ld I' m U U > ^ N W J W Q \@ } Q ~ O U w �� W O cl) " z d m J U)F- of 0W W 1 LL- U p N N(� J J � �Q U 0 L _D 0 z J0 U 0 JF- p p ZOS O Q Q U Z N UO 0 I W Q� F -Z ^ Qz W F -o }- W � >- O m ZJ Z= O F- 77 F- O Z F_ 00 zUWX WUJ O H :D W m m W F -U U OJ< U Q 0p p N Lj N 0 D_U LZLJ (9) m� N z Op�� Z ry W -LJ J Q 1 d Q m m d >< m 0 J `- p� m p_ Ln F- Ld D- O ckf_ W S� U) Q� p 0 Z �MOZ 2WZ 0 O U O U M NO=OJO NLOM :2QJS F- �m 0' d (c) 1 Ld I cnJ CD F- U Z NQ NU @ Q �kV) NQQV) Lao U) O C� \ q H Cj I F - Q D'=) MZU Z 3 N_ Q O Q LLJ W Ld J Z a-= Q m U < J > ^ N W J W Q \@ } Q ~ O U w �� W O ^xJ Z_ F- N z O of 0W W 1 LL- U Q' p N N(� + D_ + � z p \< W X� W 3 LL U >m N OS J LO Q k W Ln O k m Q F- O ^ Cy) >- LIJ F- O m =.r> -z Q_ x D' U):\W LL W m p 0 m F- U O 0 S D� 000 �� JN0 > Q N \ Q N_ D_ LL 0 -0 U) J_ 0Fw- �J0 OJ Q . Ld I F - Q D'=) MZU N Z LL Q Li 1 L d O F- O > Ldp O J Mi LiJ 3: W U) ©� V) LL o Q W zZ ^ N F- LIJ F- O OU cn :2 N 0 m 3 m © U Z LQL�U F- O 0 Q 1-1 } Q ~ O U w �� U) (f) Z Y ~ UW JZQ Q X O? U= FW- J F- N z .- I W © 1 LL- U Mo N O N F- + D_ + p O O W ~ �� W O X� F- O O Of 0 W m LU H U) Q cn cn 0-0- 00N -t O Q J O J p Q W w > C) J 00 00 LLL LLL • Z U) z zz :2 :2 J OW 300 Nmz:DJ X Q - Q N Z W< O U) N U �EUILL,x o Ow ~ N FF - Z Li- (n � 0 H Z W Z Q U O U O U Of N\ Z > 3 0 Ln z4z:cn J N_ I O W_ 0 X ~ J N \ r4 — I W CD D O D Z F- U N _o' O �w Li - 0_ Z ° -5 W Wry v z#z F- a ° p Z w m U U O O f� �.8/sly f�FFf• WD' of10 . Ld r N N o'- s O U J Ldp O — U) ©� V) \@ ^ ZWI N W N NMJ �QOQ 3 m © U :2cn 0 3 n D- LZ �� O Q U Na_ ©zF-Z D_ U (n U) cc) 0 OLLJ p O O Mo W D_ F- 0(n �OmN U) p p �� F- U X� J z0 Z J O J Wncr Q ZO ztk3 00 LO Q k W Ln O k m Q F- N D_ J O - -4 z zQ S >- LIJ m f O M 0. U �� N =.r> -z ZO 0 U):\W LL W m p L m F- U D_ _= U D� 000 �� JN0 > Q Z N C X C H N_ Q O LO p ND_ " z zww0 LLJ 3: m > O U M NO=OJO NLOM :2QJS F- �m 0' d (c) 1 Ld tj cnJ CD F- U Z m OJ NQ 0F- QQ O OV)ZQ Qo NSF- UZQW ti 0) ti f�FFf• WD' of10 . Ld p F- w Ld D' Q U 0 0:;7 0 o'- s O Q O Ldp O — U) ©� V) w_ m J W _j LL LL w ZWI N p D_ N ~ O oi 3 m © U :2cn 0 U X w O O z" Q N D_ U (n U) cc) 0 OLLJ p O x N= Z =) J J F Z Z W D_ 17 U N \ Q W LQ of LTJ Q p �� Q 3� n�O§w D_ LO \ \ LL U ztk3 00 J 3< Z O p F-po LLI Q w Q o O F- m f O M 0. U �� N =.r> -z W U F- d \ I O W J WQ F- J w 0 p L m F- U Cj �n0(n U O U) Z N C X C H N_ Q U) W D_ O LL JZWO_Z Q tLF 0' 0 0 LLry Q 3 F- U Z 11 L11 J LL OSS N U �Q� „�/s ° _ 6 C50 Ld o'- s 0_cn �F- ry >-� z D Z U - Q — U) ©� V) >Q cin N Q ~ QQ' U Z Z (D LL 0_ 2:"" \ _ n p > O x M O 00 m U m Z N J 0_ OLLJ p O + 11 O U J Z C~D D'0 LLH W D_ O 00 O p -ZQ F- U) cn D_ p O O V) T U U (nom O QWU p Z_ N F- W 0-m QN 00 3JH LL Z Q :2 N F- WZ- Op 0 OLi w W w�� W z M U Z~ UU 000' QLz� d w �O ^x BOO W d U LLQ... m 3 U cy- a 0 W W O 0 H Q W on „0 -,ll ° Ow Zm 3 o'- s 0_cn �F- ry >-� z D -J Q — Zw¢ >Q m QQ' Q Z (D LL Q O p Z p > U W Q U U m Z Z OLLJ p O O U J Z C~D D'0 LLH N n O 00 LL_o ��_ p -ZQ Ld U 00 m U _ W 0' LO \ J LLdO � ztk3 U H w_ Z N U Q w Q Z m f O M 0. U �� 0_ 01-1 J WJ W U F- d \ I O W J WQ F- p L I @= Cj �n0(n U O W LL Z N C X C H N_ D Ld D_ U) W D_ O (n0 m > O U M Lf) F- �m 0' d (c) 1 Ld tj I c~n O m OJ QLL_Q L) ti U) cn D_ p O O V) T U U (nom O QWU p Z_ N F- W 0-m QN 00 3JH LL Z Q :2 N F- WZ- Op 0 OLi w W w�� W z M U Z~ UU 000' QLz� d w �O ^x BOO W d U LLQ... m 3 U cy- a 0 W W O 0 H Q W on „0 -,ll U z O m On m W Ld Z V) LL0 Lj w F- U) S � C) O ° Ow Zm 3 o t-. F)� 0_cn �F- ry >-� z D U) Q — Zw¢ >Q YU) QQ' Q Z (D LL X O�0- O p Z p > N mQJ W Q z== U m Z 0 :2 U) OLLJ p O I� U J Z C~D D'0 LLH N n O 00 LL_o ��_ 0 ( + U F- v. _ W 0' LO \ J D_UmQ ztk3 W U z O m On m W Ld Z V) LL0 Lj w F- U) S � C) O 1 LLJ ° Ow Zm Q o t-. F)� 0_cn �F- ry >-� z D W Q — Iw >Q YU) QQ' Q Z (D LL i D T" 0LLI m0 l () 0 o 0 0_0 0 0 �m� +O • I~-- Q U J w Wmm 003: cn 1 LLJ ° Ow Zm I o t-. F)� 0_cn �F- ry >-� z D ° Q — 1 i y V . D.. 1 J Ui D i D ° • .— - w 0 o 0 0_0 0 0 F --- L • • O U -`J F- Q W D ° Z WO O D a I � p U) � 1 w Q z 0- n F-- F- v. D' W Q�LZLFp L_QNZ) O - m F- W Q�U)Q� U Q m f O M 0. U �� 0_ 01-1 W U F- d \ I O W J WQ { - O\3d L Cj �n0(n ° Z N C X C �~. W ° _O 3mm z U W O U = W Q LL _ O Z_ �k 0 F- U_ �m 0' d (c) o tj 1 LLJ ° Ow Zm W 0J a_ 0_cn �F- ry >-� z D ° Q M ~ 1 WJ Q < J Ui D =)V) U) - w 0 o 0 0_0 0 0 F --- L QF -S NSF- U + O U -`J F- Q W ° Z WO O W O F -Of U F-- F- V) Z L_QNZ) O - O U W Q O Q J v 0_ 3\0-pf N0L Q 3= 0_0 3: F- I, I D_ W N ©zU D. O O m Ljj Ldr O F- U_ -J ^ v W ©��o- �z 3m Qa m >Q J O U 3� - p m DU m W ° 0 Cj ZU' JWF- (0 F-OCDZ 00 FF- D N O -0c) L_ �ULiw�� I 0_O JU 0_`' _ MO LL z > oLLJ > Q QOf O I U O LC) U w 0 Ln V) z 0. © + O k-10SQ\ww `_jO m I LLLUU)J 3 m0_ wm d31s „5 e. I ml • D • ! I •. . ° cjv� „5Z ° ° U Z -H m ° O s o Q D Q ^I cn U W CD :2 p cn W �z�U mZ Q Z D_ z I W�> O U W Q U p Q O m D' _ comm _j DO 6. L c -z0 UomS� QW�Q QQ 0_p �. �UZ pUQF- z O m ° ©� W ry� M W Q U) - F- W 0' C ON w W �~ m 1 U O ~ p er\ 0 w w O I I =Z>�Z O N� ° ^1 3�FN 0_ O0 cn 1 Q " O Ln 3 ° ^3mm z, © a � 0 O U LJ S _j L ^ 1 Z z4k 0 F- L r w I O 0_ d c0 O 0 @ � vD J Q O > M „L D' CD m Q S U) U m=� z Q W W F- r) c/) OHM W (n W =0 �ZmXF- U LQ Z O F--�' Z W Ln LJ 000 LIJU m UNLI- C-DMLLJUOJ pU(nQUO'mQW W Z LJ F- F-�QpQOF- J0W Qz�UWF-XJ � WZQ~ULU�QU1Lz0 zO O- pU0oW F-0mwN �J �1, UQmm~S0F-gym mac=/) a-Lj F- Ld UO Wm0O��FU--wI- U w_jF/) Z(j Om D: (00Lj x 0 _ U U �F-m-W W Z0Or- m0F- F- 0 0z0OmpQQw U Q 000_ Q Q D_ W d- M Q U V) LL M N U Q LQ O cn J Ow Zm W 0J m 0_cn �F- ry >-� z D O Q M ~ 1 WJ Q -� Qw� Ui D O U `- - w 0 o 0 0_0 0 0 W QF -S NSF- U + O U Q W Q W WO O W mU F-- F- _0 D' CD m Q S U) U m=� z Q W W F- r) c/) OHM W (n W =0 �ZmXF- U LQ Z O F--�' Z W Ln LJ 000 LIJU m UNLI- C-DMLLJUOJ pU(nQUO'mQW W Z LJ F- F-�QpQOF- J0W Qz�UWF-XJ � WZQ~ULU�QU1Lz0 zO O- pU0oW F-0mwN �J �1, UQmm~S0F-gym mac=/) a-Lj F- Ld UO Wm0O��FU--wI- U w_jF/) Z(j Om D: (00Lj x 0 _ U U �F-m-W W Z0Or- m0F- F- 0 0z0OmpQQw U Q 000_ Q Q D_ W d- M Q U V) LL M N U Q LQ O cn J Ow Zm W 0J U 0_cn �F- ry >-� z D Co 0 M ~ Z WJ Q -� Qw� LLI N N D p Ln = Q U `- - w N Z O M N U Q LQ O cn J Ow Zm IJ F- c z _U Z O _j Q 0:2WJD_Q �Y 0_cn �F- ry >-� z D M ~ �mJ oL 3 U Q- WJ Q F -<FQ- 0' Upz "Xz W Q _N p U -z0 N Q N_ O S O N_ � g Ld Xm om0- Um (D :EU) - w 0 o 0 0_0 0 0 N> QF -S NSF- U Q r - U Q W Q ^ O W mU F-- - _0 L_QNZ) _ ____T - O N W E S SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS cono>o X00 Z 7, m U m Z <�Q J0� F— p S=14 SHEET 12 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckatm Ilp nL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE �� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE (�g WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 6 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL D O?� ONO aM(0N� ui Q M �- O N N Co o0 , Q r - U o W Q ^ O W mU F-- N _0 L_QNZ) Z"Q - J J a- U)QWWLLLX Z W W W Q 04 U_ o J m U)J wC) � oQ�WN ti Q� W�u-��t �� O0 �- _3 04 WLL Z W N W E S SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS cono>o X00 Z 7, m U m Z <�Q J0� F— p S=14 SHEET 12 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckatm Ilp nL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE �� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE (�g WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 6 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL D O?� O ui LL WaU 2 Q Q W W m WIZ mU Z"Q � J N W E S SCALE: 3/4" = 1'-0" 1' 2' WALL SECTIONS AND DETAILS cono>o X00 Z 7, m U m Z <�Q J0� F— p S=14 SHEET 12 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckatm Ilp nL 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE �� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE (�g WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 6 0 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL J \Li W EL. +22'-03/4"h TOP OF PLATE EL. +21'-11'/4" TOP OF ICF WALL EL.+ 12'-83/4" TOP OF PLYWOOD 1 r%co 00 � I I BRACE BOTTOM CHORDS OF PREENGINEERED ROOF TRUSSES w/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN w/ 2pcs 12d COMMON WIRE NAILS AT EACH BOTTOM CHORD INTERSTECTION FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 20psf FLOOR LIVE LOAD = 40psf 1pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. 1 ROW 10d COMMON WIRE NAILS © 4" O.C. 1%4" P.T. SYP No.2 LATERAL -\ 1/2" GYPSUM --1 BRACING @ 48" O.C., FASTEN DRYWALL CEILING w/ 2-10d COMMON WIRE 20" PRE-ENGINEERED NAILS AT EACH FLOOR SYSTEM 42 WOOD FLOOR TRUSS INTERSECTION TRUSSES ©19.2" O.C. SEE FLOOR FRAMING PLAN 2"x4" DRYWALL NAILER AS REQUIRED 1-#4 HORIZONTAL © 32" O.C. ALTERNATE SIDE ORIENTATION 1/2" GYPSUM WALL BOARD LIVING ROOM MASTER BEDROOM PREENGINERED ROOF TRUSS SYSTEM DESIGN LOADS TOP CHORD DESIGN DEAD LOAD = 15 psf TOP CHORD DESIGN LIVE LOAD = 20 psf 12 5/8" CDX PLYWOOD ROOF SHEATHING. x FASTEN W/ 8d RING SHANK COMMON 5 WIRE NAILS @ 4" O.C. EDGES AND @ 6" O.C. FIELD ° ~V PRE-ENGINEERED WOCD ROOF ° ._ SCISSOR TRUSSES © 4" O.C. H2.5 MTS30C CEDAR SHAKE SHINGLE ROOF q AS PER ARCHITECTURAL PLANS INSTALL 6pcs-16d TOENAILS EACH TRUSS TO TOP PLATE INSTALL 2"x8" SYP No.2 SOLID BLOCKING IN-BETWEEN ROOF TRUSSES. FASTEN w/ 6-12d TOE -NAILS EACH SIDE OF BLOCKING FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS 1/2" GYPSUM DRYWALL CEILING 2'-p" 2x6 SYP NO.2 SUB FASCIA. RIP DOWN AS REQUIRED. 1 pc SIMPSON MTS30C TWISTED STRAP AND FASTEN w/ 3-12d RING 1pc SIMPSON H2.5 CLIP. FASTEN w/ 15-10dx1'/2" SHANK COMMON WIRE COMMON WIRE NAILS AND 8-8dx1'/2" NAILS, I NAILS INTO EACH ROOF AS PER UPLIFT CONNECTOR SCHEDULE. TRUSS TOP CHORD. 2"x10" P.T. SYP No.2 TOP PLATE w/ I FRIEZE BOARD ASSEMBLY 1 AS PER ARCHITECTURAL /2„ � x 10 HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2"x2"x'/8" PLATE PLANS AND SECTIONS WASHER © 24" O.C. BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES W/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION 1/2" GYPSUM WALL BOARD 1-#4 HORIZONTAL © 32" O.C. ALTERNATE SIDE ORIENTATION 1 ROW 10d COMMON WIRE NAILS © 4" O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD ADD 1-#5 TRUSSES W/ 10d COMMON WIRE NAILS CONTINUOUS AT @ 4" O.C. EDGE AND © 6" O.C. FIELD LEDGER LOCATION 1 ROW 10d 14" PRE-ENGINEERED SYSTEM 42 COMMON WIRE WOOD FLOOR TRUSSES @ 19.2" O.C. NAILS @ 4" O.C. �l 1pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER 2"x4" SYP NO.2 CEILING DIAPHRAGM NAILER EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS N _I 2"x10" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 19.2" O.C. 1 pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER 9" ICF WALL SYSTEM w/ 2"x4" SYP NO.2 4" CONCRETE CORE w/ CEILING DIAPHRAGM 1-#5 VERTICAL ® 12" O.C. NAILER FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT SOUTHEAST PORCH PARTIAL WALL SECTION AT MASTER BEDROOM 1 SECTION S-15 SCALE: 3/4" = 1'-0" I BM - I CAMBER AT END LNO CA AIT MIDDL I i 1-#5 HORIZONTAL AT TOP OF WALL SEGMENT EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS w/ 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL © 24" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-7 FOR ICF WALL LAYOUT #5x36" VERTICAL STRAIGHT DOWELS © 24" O.C. /- 3-#5 TOP, CONTINUOUS #3 CLOSED STIRRUPS © 8" O.C. _I 3-#6 BOTTOM ARCHITECTURAL LOUVER, DESIGNED BY OTHERS. t'' ARCHITECTURAL COLUMN WRAP OVER 12"x12" CMU COLUMN w/ 1-#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-6. 1 Ln a ��[ 1 ROW 8d RING SHANK COMMON WIRE NAILS @ 4" O.C.co 0 W � NOTE: �0 N C) WATERPROOFING AND ° �zLL `-� FLASHING DESIGNED m BY OTHERS o0 2"x10" P.T. SYP NO.2 CONTINUOUS LEDGER AT BRACKET ROOF ASSEMBLY. DRILL AND INSTALL '/2"0 THROUGH BOLT w/ 2%2%1/8" PLATE WASHER AND HEX NUT THROUGH ICF CONCRETE Lu © 32" O.C. DRILL AND INSTALL 1/2"0 THROUGH BOLT w/ 2"x2"x'/8" PLATE WASHER AND HEX NUT THROUGH ICF CONCRETE I_ CORE. PLUG AS REQUIRED. 12 5/8" CDX PLYWOOD ROOF SHEATHING. x FASTEN W/ 8d RING SHANK COMMON 5 WIRE NAILS @ 4" O.C. EDGES AND @ 6" O.C. FIELD ° ~V PRE-ENGINEERED WOCD ROOF ° ._ SCISSOR TRUSSES © 4" O.C. H2.5 MTS30C CEDAR SHAKE SHINGLE ROOF q AS PER ARCHITECTURAL PLANS INSTALL 6pcs-16d TOENAILS EACH TRUSS TO TOP PLATE INSTALL 2"x8" SYP No.2 SOLID BLOCKING IN-BETWEEN ROOF TRUSSES. FASTEN w/ 6-12d TOE -NAILS EACH SIDE OF BLOCKING FASCIA AND SOFFIT AS PER ARCHITECTURAL PLANS AND SECTIONS 1/2" GYPSUM DRYWALL CEILING 2'-p" 2x6 SYP NO.2 SUB FASCIA. RIP DOWN AS REQUIRED. 1 pc SIMPSON MTS30C TWISTED STRAP AND FASTEN w/ 3-12d RING 1pc SIMPSON H2.5 CLIP. FASTEN w/ 15-10dx1'/2" SHANK COMMON WIRE COMMON WIRE NAILS AND 8-8dx1'/2" NAILS, I NAILS INTO EACH ROOF AS PER UPLIFT CONNECTOR SCHEDULE. TRUSS TOP CHORD. 2"x10" P.T. SYP No.2 TOP PLATE w/ I FRIEZE BOARD ASSEMBLY 1 AS PER ARCHITECTURAL /2„ � x 10 HOT DIPPED GALVANIZED ANCHOR BOLTS w/ 2"x2"x'/8" PLATE PLANS AND SECTIONS WASHER © 24" O.C. BRACE BOTTOM CHORDS OF PRE-ENGINEERED ROOF TRUSSES W/ 2"x4" SYP No.2 LATERAL BRACES @ 48" O.C. FASTEN W/ 2pcs 12d COMMON WIRE NAILS AT EACH TRUSS INTERSTECTION 1/2" GYPSUM WALL BOARD 1-#4 HORIZONTAL © 32" O.C. ALTERNATE SIDE ORIENTATION 1 ROW 10d COMMON WIRE NAILS © 4" O.C. 3/4" STURDI-FLOOR SUB FLOOR PLYWOOD SHEATHING. GLUE AND FASTEN TO WOOD ADD 1-#5 TRUSSES W/ 10d COMMON WIRE NAILS CONTINUOUS AT @ 4" O.C. EDGE AND © 6" O.C. FIELD LEDGER LOCATION 1 ROW 10d 14" PRE-ENGINEERED SYSTEM 42 COMMON WIRE WOOD FLOOR TRUSSES @ 19.2" O.C. NAILS @ 4" O.C. �l 1pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER 2"x4" SYP NO.2 CEILING DIAPHRAGM NAILER EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS N _I 2"x10" P.T. SYP NO.2 LEDGER w/ 5/8 "Ox10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 19.2" O.C. 1 pc SIMPSON THA418 ADJUSTABLE TRUSS HANGER 9" ICF WALL SYSTEM w/ 2"x4" SYP NO.2 4" CONCRETE CORE w/ CEILING DIAPHRAGM 1-#5 VERTICAL ® 12" O.C. NAILER FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT SOUTHEAST PORCH PARTIAL WALL SECTION AT MASTER BEDROOM 1 SECTION S-15 SCALE: 3/4" = 1'-0" I BM - I CAMBER AT END LNO CA AIT MIDDL I i 1-#5 HORIZONTAL AT TOP OF WALL SEGMENT EXTERIOR SIDING FINISH AS PER ARCHITECTURAL PLANS AND SECTIONS w/ 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL © 24" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-7 FOR ICF WALL LAYOUT #5x36" VERTICAL STRAIGHT DOWELS © 24" O.C. /- 3-#5 TOP, CONTINUOUS #3 CLOSED STIRRUPS © 8" O.C. _I 3-#6 BOTTOM ARCHITECTURAL LOUVER, DESIGNED BY OTHERS. t'' ARCHITECTURAL COLUMN WRAP OVER 12"x12" CMU COLUMN w/ 1-#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-6. 1 Ln a ��[ 1 ROW 8d RING SHANK COMMON WIRE NAILS @ 4" O.C.co 0 W � M �0 N C) ° �zLL `-� o m N o0 = 1 pc SIMPSON A35 CLIP ANGLE AT EACH RAFTER u a Q UoWMco Q Lu ° TO WALL LEDGER. FASTEN w/ 12-8dx1'/2" NAILS o m = o W o I_ Q p N °° o z r J co DRILL AND COUNTERSINK 2pcs 0.220"0 x 8" W Q U U) 0 C:) a A35 I SIMPSON SDWS TIMBER SCREWS Q f I I 2"x4" SYP NO.2 RAFTERS @ 16" O.C. 2%4" a 6 Z ¢ LI coZ W W u- =UL Q - 5/8" CDX PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING 0 W U W uj 0' U of U j Q o a - SHANK COMMON WIRE NAILS © 4" O.C. EDGES AND © 6" O.C. FIELD Q m Lu 12 1 'x6" TONGUE AND GROOVE SYP NO.1 EXPOSED SOFFIT- - Z N AS PER ARCHITECTURAL PLANS AND SECTIONS Q W d- DRILL AND COUNTERSINK 2pcs 0.220"0 x 6„ LC L Q J LL N W 2 SIMPSON SDWS TIMBER SCREWS AT EACH z 0 - a= MULTI -RAFTER ASSEMBLY `- 3ply 2"x4" SYP NO.2 MULTI -RAFTERS AT EACH BRACKET LOCATION. SPLICE _ TOGEHTER w/ 2 ROWS 12d COMMON _ WIRE NAILS © 8" O.C. n 6"x6" P.T. SYP NO.1 HORIZONTAL "RAKED" BRACKET MEMBER L -DRILL AND COUNTERSINK 2pcs 0.220"0 x 8" SIMPSON a. vm SDWS TIMBER SCREWS 9" ICF WALL SYSTEM w/ REINFORCED CONCRETE CORE `-DIAGONAL CURVED BRACKET CUT FROM 6"x12" P.T. SYP NO.1 a MATERIAL 4 a DRILL AND COUNTERSINK 2pcs 0.220"0 x 8" SIMPSON a SDWS TIMBER SCREWS DEEP CUT NOTCH (2 LOCATIONS) 6"x6" P.T. SYP NO.1 VERTICAL BRACKET MEMBER DRILL AND INSTALL 1/2"0 THROUGH BOLT w/ 2"x2"x'/8" PLATE WASHER a AND HEX NUT THROUGH ICF CONCRETE CORE. PLUG AS REQUIRED. 8"x8" CONCRETE LUG AT THROUGH BOLT LOCATIONS NORTH STOOP ROOF BRACKET FASTENING 2 DETAIL S-15 SCALE: 11/2" = 1'-0" I �I I I I I I -12d TOE NAIL I I 1 0 CORNER HIP I f SS EACH SIDE \_ Q N � LIJI N > 0 L_ L_ I I I I I I 1 9" ICF WALL FRAMING I I BELOW I I I I 2'-21/4" OVERHANG n CORNER HIP TRUSS CONNECTION 3 DETAIL S - SCALE: 3 15 /4" = 1'-0" NOTE: SEE ARCHITECTURAL SECTION XX FOR BRACKET DIMENSIONS 2"x6" SYP NO.2 SUB FASCIA. RIP DOWN AS REQUIRED. FASTEN w/ 3-12d RING SHANK COMMON WIRE NAILS INTO EACH ROOF TRUSS TOP CHORD. UPLIFT CONNECTORS AS PER UPLIFT CONNECTOR SCHEDULE ON STRUCTURAL SHEET S-17 PREENGINEERED JACK ROOF TRUSSES © 24" O.C. 1 pc SIMPSON A35 EACH SIDE OF JACK TRUSS TO CORNER HIP TRUSS AT ALL JACK TRUSSES OVER 3'-0" LONG. FASTEN AT TOP CHORD OF JACK TRUSS DOUBLE 2"x4" SYP NO.2 RIMBOARD. FASTEN EACH LAYER w/ 3 ROWS 12d RING SHANK COMMON WIRE NAILS INTO THE END OF EACH 2"x4" RAFTER NOTE: FASTEN 1%6" TONGUE AND GROOVE ROOF DECKING w/ 2pcs 8d STAINLESS STEEL RING SHANK COMMON WIRE NAILS AT EACH RAFTER INTERSECTION SCALE: 3/4" = 1'-0" 1' 2' MAIN HOUSE MISCELLANEOUS ROOF DETAILS Sml 5 SHEET 15 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLOR A 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)2 7- � - t WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckatg R. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE , I�� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 W � �0 �zLL W LL Q = W=U UQ Q Lu W m m U N Z z r J SCALE: 3/4" = 1'-0" 1' 2' MAIN HOUSE MISCELLANEOUS ROOF DETAILS Sml 5 SHEET 15 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLOR A 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)2 7- � - t WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckatg R. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE , I�� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL THREADED ROD CONNECTION SYSTEM The contractor shall utilize the all—thread connection system as specified as follows: Shearwall All—Thread Connection System Uplift connectors from the various preengineered roof trusses, conventional roof The shearwall all—thread uplift connection (SWA C) system. is composed of one 1/2" framing, conventional overframing, covered porch framing, and floor framing diameter 36 ksi all—thread rod that runs the full vertical height of the wall, shall be installed in accordance with the Uplift Connector Schedule. penetrating both the top and bottom plates, a d grouted with Simpson Strong—Tie w/ 18-10d High Strength Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill All—Thread Uplift Connection System bit forlate and concrete holes. The cast in p place ' /2" diameter x 10" anchor The all—thread uplift connection system (ATUC) is composed of one 1/2" diameter bolts specified, may be utilized in lieu of the drilled and epoxied threaded stud at 36 ksi all—thread rod that runs the full vertical height of the wall, penetrating both the concrete slab.. The top end of the SWATC is bound to the top plate with a the top and bottom plates, and grouted with Simpson Strong—Tie High Strength 3" , s uare1/4" qthick washer and a nut. The bottom plate is bound to the slab with Epoxy into the slab/stemwall with 8" embedment. Use a 9/16" drill bit for plate 2"x2" 1/8" thick plate washer and nut. The all—thread may be spliced with a and concrete holes. The cast in place 1/2" diameter x 10" anchor bolts specified coupler threaded onto the all—thread a minimu n distance of 3/4" at each end of may be utilized in lieu of the drilled and epoxied threaded stud at the concrete slab. the coupler. The coupler shall be rated for allowable tension of 3,200 pounds under » The top end of the ATUC is bound to the top plate with a 3 square, �/ thick wind loading. The locations of SWATC within the g' above referenced structure shall be washer and a nut. The bottom plate is bound to the slab with a 2%2% 1/8" thick as follows: (D plate washer and nut. The all—thread may be spliced with a coupler threaded onto Shearwall Ends 1p , " within 3 of end studs 3 the all—thread a minimum distance of /4" at each end of the coupler. The coupler — shall be rated for allowable tension of 3,200 pounds under wind loading. The Miscellaneous locations of ATUC within the above referenced structure shall be as follows: LU The installed '/" diameter anchor bolts that are not utilized by the all—thread Typical Wall Section 48" o.c. max connection system shall receive a 2"x2"x1/8" plate washer and hex nut at the Minimum Quantity of ATUC Between Corners bottom plate. 2 pcs Along Straight Run of Continuous Bearing Wall Maintain a minimum edge distance of 2" from he outside edge of the embedded Bearing Wall Ends (Not Including Shearwalls) all—thread rod to the outside face of the 8" c nu wall. 1pc within 3" of end studs The top plate shall be free of splits, checks, shakes, and wanes. Header Framing The hex nut above the top plate shall be tightened to approximately 30ft.—lbs. of 1 each side of opening within 3" of full height studs torque. Changes in moisture content and the related shrinkage of building materials will effectively eliminate the pre loading caused by the initial tightening of the hex Bottom Plate Splices nut. After all rough—ins of the mechanical and electrical trades are complete, and Install %"bx8" w/ 51/2" embedment Redhead within 12" of splice, prior to installation of insulation re—tightened tie upper hex nuts to the required each side of splice. ATC may substitute for Redhead. 30ft.—lbs. of torque. IzUU)w0 High Uplift Connection Girder Truss 1 each side of and within 3" (uplift > 1500 lbs.) of high uplift girder J 3"x3"x'/4" PLATE WASHER AND - HEX NUT 2"x4"/2"x6" SYP.NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS @ 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) DOUBLE 2"x4" SPF NO.2 STUDS © 12" O.C. DOUBLE TOP PLATE FASTENING 1 2 0 THREADED ROD AT HEADER OPENING DETAILr2--� DETAIL SCALE: NTS S-16 SCALE: N.T.S. OR 2"x6" SPF N0.2 STUDS C�? 16" O.C., SEE FLOOR PLANS '/2 "� THREADED ROD We UPLIFT CONNECTOR AT 1 S-16 ADD 1 pc SIMPSON H2.5 UPLIFT CONNECTOR AT TOP AND BOTTOM OF THESE STUDS 2 2"X4" 2"x6" SYP No.2 TOP NO SPLICE IN DOUBLE ( ) / TOP PLATE BETWEEN PLATE SPLICE TOGETHER w/ FULL HEIGHT KING 2 ROWS 10d COMMON WIRE STUDS AND FIRST NAILS @ 16" O.C. ANCHOR RODS. ROD SPACING, SEE SCHEDULE. FLOOR TRUSS TO DOUBLE TOP PLATE CONNECTOR, SEE UPLIFT SCHEDULE AND SECTIONS DOUBLE 2"x4" SPF NO.2 STUDS ® 12" O.C. ALTERNATE: 1 pc SIMPSON MSTA24 FLAT STRAPS EACH SIDE OF DOOR HEADER IF THREADED ROD SYSTEM IS NOT USED NOTE: DOUBLE 2"x4" SPF NO.2 FASTEN THE H2.5 w/ 10-8dx1'/2 " COMMON WIRE NAILS FASTEN THE MSTA24 w/ 18-10d COMMON WIRE NAILS a 0 Li 0 Q w co r) Q CA Pal 0 w 0 Q w n' ro Q HEADER, SEE PLAN 2"x2"x'/8 " PLA WASHER AND COUPLER NUT U 4 4 I Tr 8" EMBEDMENT FOR '/2 "b THREADED ROD AT SLAB/GRADE BEAM BELOW ABOVE TOP PLATE, PROVIDE A 3",x3%1/4" THICK STEEL PLATE WASHER. FASTEN WITH A HEX NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYPICAL) � 20" SYSTEM 42 PRE—ENGINEERED FLOOR TRUSSES @ 19.2" O.C., "x6" SYP NO.2 PLATE R3"x3"x'/4" PLATE WASHER AND HEX NUT 1/2"0 THREADED ROD ANCHORING SYS EM SEE DETAIL 3/8.18 SEE FLOOR FRAMING PLAN 2pcs FULL HEIGHT 2"x4"/2"x6" 0 SPF NO.2 KING STUDS EACH SIDE OF DOOR OPENING z Q 0 0 DOUBLE 2"x4" SPF NO.2 U)Q STUDS ® 12" O.C. o 10 w 0 ---1pc 2"X4" SPF NO.2 w CRIPPLE STUDS EACH SIDE M OF 3'-0" OPENING, OR ~ 2pcs 2"X4"" SPF NO.2 coWU CRIPPLE STUDS EACH SIDE Q OF OPENING UP TO 4'-6" a N '/2"0 x 10" HOT DIPPED 0 GALVANIZED ANCHOR BOLTS m W/2%2%1/8" PLATE WASHERS, u u AND HEX NUTS. SPACING AS co REQUIRED TO MAINTAIN 24" MAX. Q SPACING TO NEXT ANCHOR BOLT U OR THREADED ROD. THREADED ROD SYSTEM AT INTERIOR BEARING WALL THREADED ROD ANCHORING SYSTEM DETAIL SCALE: N.T.S. 2"x4" SYP NO.2 DOUBLE TOP PLATE. FASTEN TOGETHER w/ 10d COMMON WIRE NAILS © 16" O.C. PROVIDE 3-10d COMMON WIRE NAILS EACH SIDE OF SPLICE (TYPICAL) 1/2"0 THREADED ROD T^'D PLATE SPLICE EXTERIOR CONDITION DBL TOP PLATE SPLICE DETAIL K-6 SECTION S-16 SCALE: 3/4" = 1'-0" IF NO ANCHOR BOLT IS LOCATED AS SHOWN, PROVIDE A '/2"0 THREADED ROD, w/ 51/2" MINIMUM EMBEDMENT, w/ 2"x2"x'/8" PLATE WASHER TO 8" CMU STEMWALL BELOW PROVIDE AT A DISTANCE OF NO LESS THAN 6" AND NO MORE THAN 12" FROM ALL BUTT JOINTS IN THE SILL PLATE MAX. MIN —IN Ln AT EXTERIOR WALLS, FASTEN WALL SHEATHING TO DBL. TOP PLATE w/ 8d COMMON WIRE NAILS © 3" O.C. STAGGERED INTO BOTH PLATES WITHIN 24" OF ANY SPLICE. (TYPICAL) 24" MAX. AT EXTERIOR WALL 2"x4" PT. SYP NO.2 SILL PLATE BUTT JOINT SILL PLATE BUTT JOINT DETAIL r7 -- DETAIL S-16 SCALE: 3/4" = 1'-0" ALL DRILLED AND EPDXIED DOWELS SHALL BE INSTALLED WITH SIMPSON STRONG—TIE "SET" TWO COMPONENT EPDXY ADHESIVE OR EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. '/2 "0 THREADED—ROD CONNECTION SYSTEM 2"x4" P.T. SYP No.2 BASE PLATE w/ DRILLED AND EPDXIED '/2"0x12" HOT DIPPED GALVANIZED THREADED STUD AT EACH ALL—THREAD CONNECTOR ROD LOCATION DRILL 10" AND EPDXY DOUBLE 2"x4" SPF NO.2 STUDS © 12" O.C. COUPLER NUT 2"x2"x'/8" PLATE WASHER AND HEX NUT 6" STRUCTURAL CONCRETE SLAB 1'-4" T ALTERNATE DRILLED AND EPDXIED 1/2 "0 THREADED STUD IN LIEU OF ANCHOR BOLT AT FIRST LEVEL GRADE BEAMS 3 SECTION S-16 SCALE: 3/4" = 1'-0" ALTERNATE, ADD 1 pc SIMPSON H2.5 UPLIFT 1 pc SIMPSON MSTA24 CONNECTOR AT TOP AND STRAP EACH SIDEOF BOTTOM OF THESE STUDS DOOR HEADER IF THREADED ROD SYSTEM IS NOT USED DOUBLE 2"x4" SPF NO.2- S TU S ® 12" O.C. 0 C 0 EL. +18.33' NAVD TOP OF SLAB (+19.43' NGVD) EL. +17.83' NAVD BOTTOM OF SLAB EL. +16.83' NAVD BOTTOM OF GRADE BEAM _3%3%1/4" PLATE WASHER AND HEX NUT —'/2 "0 THREADED—ROD UPLIFT CONNECTION SYSTEM -2pcs FULL HEIGHT 2"x4" SPF NO.2 STUDS EACH SIDE OF OPENING, MINIMUM. SEE FRAMING PLAN -1 pc 2"x4" SPF NO.2 CRIPPLE STUDS EACH SIDE OF 3'-0" OPENING, OR 2pcs 2"x4" SPF NO.2 CRIPPLE STUDS EACH SIDE OF OPENING UP TO 4'-6" - 2"x2"x'/8 " PLATE WASHER AND HEX NUT OR COUPLER NUT FRAMING AND STRAPPING AT TYPICAL INTERIOR DOOR OPENING 5 DETAIL S-16 SCALE: 1 /2" 1'-0" NOTE: WATERPROOF FLASHING DE BY OTHERS WATERPROOF SEALANT ARCHIT PLANS AND � BRICK VENEER ARCHITECTURA ISOKERN S - FLUE w/ 1—#` VERTICAL REIN IN EACH CORN FILL E CONCRETE STEEL BRICK EXTEND #5 VERTIC THREE (3) 8"CM CELL: 9" ICF WALL SYSTEM AT SECON 1—#5 VERTICAL AT EACH CORNER ISOKERN STANDARD FLUE w/ 1—#4x20'-0" VERTICAL REINFORCING IN EACH CORNER CELL. FILL SOLID w/ CONCRETE GROUT. 21 '/4 " ISOKERN STANDARD FLUE w/ 1—#4x20'-0" VERTICAL REINFORCING IN EACH CORNER CELL. FILL SOLID w/ CONCRETE GROUT. REINFORCED ISOKERN FLUE 8 SECTION S-16 SCALE: 11/2" = 1'-0" IO FRAME UPPER CHIMNEY w/ 8" CMU WALL w/ 1—#5 VERTICAL © 16" O.C. 1=======?�-------------------- J�— BRICK VENEER AS P E R ARCHITECTURAL PLANS PLAN VIEW OF REINFORCED ISOKERN FLUE AT EXTERIOR CHIMNEY 9 SECTION S-16 SCALE: 3/4" = 1'-0" CHIMNEY CAP AS PER ARCHITECTURAL PLANS ISOKERN CROWN AS PER ARCHITECTURAL PLANS 8"x8" CMU BOND BEAM w/ 1—#5 CONTINUOUS BALLOON FRAME UPPER CHIMNEY w/ 8" CMU WALL w/ 1—#5 VERTICAL IN EACH CORNER AND ® 16" O.C. U)Q � 10 I. II I L' II W� �o N Q M �� ;1 II .I II II (0 p coWU 00 a HEADER, SEE SCHEDULE AND PLANS ROUGH OPENING p SEE ARCHITECTURAL S 0 QM m F- u u EL. +18.33' NAVD TOP OF SLAB (+19.43' NGVD) EL. +17.83' NAVD BOTTOM OF SLAB EL. +16.83' NAVD BOTTOM OF GRADE BEAM _3%3%1/4" PLATE WASHER AND HEX NUT —'/2 "0 THREADED—ROD UPLIFT CONNECTION SYSTEM -2pcs FULL HEIGHT 2"x4" SPF NO.2 STUDS EACH SIDE OF OPENING, MINIMUM. SEE FRAMING PLAN -1 pc 2"x4" SPF NO.2 CRIPPLE STUDS EACH SIDE OF 3'-0" OPENING, OR 2pcs 2"x4" SPF NO.2 CRIPPLE STUDS EACH SIDE OF OPENING UP TO 4'-6" - 2"x2"x'/8 " PLATE WASHER AND HEX NUT OR COUPLER NUT FRAMING AND STRAPPING AT TYPICAL INTERIOR DOOR OPENING 5 DETAIL S-16 SCALE: 1 /2" 1'-0" NOTE: WATERPROOF FLASHING DE BY OTHERS WATERPROOF SEALANT ARCHIT PLANS AND � BRICK VENEER ARCHITECTURA ISOKERN S - FLUE w/ 1—#` VERTICAL REIN IN EACH CORN FILL E CONCRETE STEEL BRICK EXTEND #5 VERTIC THREE (3) 8"CM CELL: 9" ICF WALL SYSTEM AT SECON 1—#5 VERTICAL AT EACH CORNER ISOKERN STANDARD FLUE w/ 1—#4x20'-0" VERTICAL REINFORCING IN EACH CORNER CELL. FILL SOLID w/ CONCRETE GROUT. 21 '/4 " ISOKERN STANDARD FLUE w/ 1—#4x20'-0" VERTICAL REINFORCING IN EACH CORNER CELL. FILL SOLID w/ CONCRETE GROUT. REINFORCED ISOKERN FLUE 8 SECTION S-16 SCALE: 11/2" = 1'-0" IO FRAME UPPER CHIMNEY w/ 8" CMU WALL w/ 1—#5 VERTICAL © 16" O.C. 1=======?�-------------------- J�— BRICK VENEER AS P E R ARCHITECTURAL PLANS PLAN VIEW OF REINFORCED ISOKERN FLUE AT EXTERIOR CHIMNEY 9 SECTION S-16 SCALE: 3/4" = 1'-0" CHIMNEY CAP AS PER ARCHITECTURAL PLANS ISOKERN CROWN AS PER ARCHITECTURAL PLANS 8"x8" CMU BOND BEAM w/ 1—#5 CONTINUOUS BALLOON FRAME UPPER CHIMNEY w/ 8" CMU WALL w/ 1—#5 VERTICAL IN EACH CORNER AND ® 16" O.C. W U)Q � 10 Q0 W� �o N Q M WaU "UW (0 p coWU 00 a co p N 0 QM m F- (N co 00 Q C) U o W Q CD C:) (D Q N — NN — LU Ua��0) J 0-� QW W�X 0 W W W I U ti _U IzUU)w0 J J m (� C) ) IC) Q� W ~ W N Q� WIr�Z � -�_j a- 0 9� Q oo W Z U_ Z a - W U)Q � Q0 W� �o LU LL. WaU "UW =Q Qm S coWU WNZ z � J H W a 0 m 1' 2' a� THREADED ROD SYSTEM DETAILS, SCHEDULES, AND NOTES ---S16 - SHEET 16 OF 17 8" CMU WALL FRAMING FOR REINFORCED ISOKERN 03/01/2018 BUILDING PERMIT ISSUE FLUE AT EXTERIOR CHIMNEY [THE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC_ LISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER ri0 SECTI 0 IN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE HAPTER 26, ANSUASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 S-16 SCALE: 3 /4" = 1'-0" THER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe it MPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE PORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE' ECT STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE iN BLUE INK RAISED SEAL STRUCTURAL NOTES DESIGN CRITERIA 5000 AUGERCAST CONCRETE PILES f'c = 5000 PSI 1) MINIMUM 16" DIAMETER 5000 DESIGN IN ACCOPDANCE WITH REQUIREMENTS OF THE FLORIDA 2) MINIMUM TIP ELEVATION -16.00' NGVD �, 17.10' NAVD) BUILDING CODE 2017. WIND DESIGN PER ASCE 7-16. NOT 3 ADD 7-#5 x 35 -0 w/ #3 TIES AT 12 O.C. LOCATED WITHIN WIND BORNE "ENCLOSED." DEBRIS REGION. DESIGNED 4) CONCRETE f'c = 5000 PSI f'c = AS FLOOD RESISTANT DESIGN AND 5) PILE CAPACITY SHALL BE 40 TONS. 3000 CONSTRUCTION AS PER ASCE 24-14. 3000 PSI f'c = 3000 REINFORCED CONCRETE VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. LIVE LOADS: ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED 0 INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. ROOF &CANOPIES 20 PSF ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST INTERIOR ZONE PRESSURES. OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR FLOORS 40 PSF REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. ELEVATED DECKS 60 PSF WIND UPLIFT ................. ........................ PER ASCE 7 12 POSITIVE SUCTION UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING WIND LOAD DESIGN CRITERIA ASCE7-16 BE AS FOLLOWS: -31.3 -34.6 BASIC WIND SPEED 130 MPH SLABS ON GRADE CENTERED IMPORTANCE FACTOR 1.0 FOUNDATIONS 3" OCCUPANCY CATEGORY II (RESIDENTIAL) GRADE BEAMS AND PILE CAPS 3" RISK CATEGORY. II ELEVATED STRUCTURAL CONCRETE BEAMS 2" EXPOSURE 'D' STRUCTURAL COLUMNS 2" MEAN ROOF HEIGHT 35.0 FT STRUCTURAL POOL SHELL 2" ROOF PITCH INTERNAL PRESSURE COEFICIENT COMPONENT AND CLADDING WINDOW/DOOR PRESURE ALLOWABLE UNIT STRESSES CONCRETE: (PER ACI 318) CONCRETE: AUGERCAST PILES CONCRETE PILE CAPS CONCRETE GRADE BEAMS FOUNDATIONS STRUCTURAL SLABS STRUCTURAL POOL SHELL ELEVATED STRUCTURAL BEAMS STRUCTURAL COLUMNS CMU CONCRETE FILL ICF CONCRETE WALLS 5.5/12 (24.62 DEGREES) "ENCLOSED" +0.18/-0.18 SEE SCHEDULE ON SHEET S-17 f'c = 5000 PSI f'c = 5000 PSI f'c = 5000 PSI f'c = 5000 PSI f'c = 5000 PSI f'c = 5000 PSI f'c = 5000 PSI f'c = 3000 PSI f'c = 3000 PSI f'c = 3000 PSI CONCRETE MAXIMUM WATER CEMENT RATIO: FOUNDATIONS AND STRUCTURAL SLABS 0.40 8" CMU CONCRETE FILL 0.60 ELEVATED STRUCTURAL BEAMS 0.55 STRUCTURAL COLUMNS 0.55 ICF CONCRETE WALLS 0.55 REINFORCMENT WELDED WIRE FABRIC MASONRY STRUCTURAL STEEL: (PER AISC) STEEL BOLTS STAINLESS STEEL BOLTS TUBE STEEL COLUMNS ALL OTHER STEEL WELDING ELECTRODES ASTM A615 - GRADE 60 ASTM A185 fm = 1500 PSI ASTM A325 AI SI 304 ASTM A46 ASTM A36 ASTM A-233 E-70XX TIMBER: (PER NDS FOR WOOD CONSTRUCTION) STRUCTURAL LUMBER SYP No. 2 STRUCTURAL STUDS SPF No. 2 TIMBER WINDOW/DOOR BUCKS: ALL 2"x10" PRESSURE TREATED WINDOW/DOOR BUCKS SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOCIATION. HARDWARE: ALL EXPOSED HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. NUTS SHALL MEET THE REQUIREMENTS OF ASTM A-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE W/ ASTM A-153. ALL EXPOSED WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED (UNO). SOIL BEARING PRESSURE 2000 PSF EPDXY ADHESIVE: SIMPSON STRONG -TIE "SET" TWO COMPONENT EPDXY ADHESIVE DEP DESIGN CRITERIA: DUVAL COUNTY MONUMENT R048 100 YEAR STORM ELEVATION 17.5' NGVD (16.4' NAVD) WAVE CREST HT. 100 YEAR STORM DESIGN 5.5' NGVD (4.4' NAVD) GRADE SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER AND PROJECT ARCHITECT AS FOLLOWS: • REINFORCING STEEL FOR CONCRETE • PREENGINEERED FLOOR TRUSSES AND ROOF TRUSSES THE REVIEW OF CHOP DRAWINGS AND OTHER SUBMITTALS FOR THIS PROJECT IS FOR COMPLIANCE WITH THE DESIGN CONCEPT AND FOR GENERAL COMPLIANCE WITH THE INFORMATION! CONTAINED IN THE CONTRACT DOCUMENTS. COMMENTS REGARDING THESE SUBMITTALS DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THE WORK IN A SAFE AND SATISFACTORY MANNER. DITION HE FAIR ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDEr WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SU PORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIE SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFOR ING, U.O.N. SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS OR EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE TH�N 1'-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. THE FORMWORK, SHORING, AND RESHORING SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH ACI 347, 'RECOMMENDED PRACTICE FOR CONCRETE FORMING.' MASONRY ALL "BREAK -AWAY" 8" CMU WALLS AND PIERS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH ASTM C270, TYPE "S" MORTAR. ALL "BREAK -AWAY" 8" CMU WALLS AND PIERS SHALL BE REINFORCED FULL HEIGHT HEIGHT IN CONCRETE GROUT FILLED CELLS. LAP VERTICAL BARS 48 DIAMETERS WITH WIRE TIES. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH CONCRETE GROUT IN 5-0" MAXIMUM LIFTS. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CEI LS ARE INSPECTED AND APPROVED. MASONRY WORK SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530.1. 9" ICF WALL SYSTEM THE ICF WALL SYSTEM SHALL BE COMPOSED OF 9" FORMS WITH 4" CONCRETE CORES AS INDICATED ON THE FRAMING PLANS . INSTALL THE ICF WALL SYSTEM IN ACCORDANCE WITH THE "THE STRUCTURAL DESIGN OF INSULATING CONCRETE FORM WALLS IN RESIDENTIAL CONSTRUCTION" AND "PRESCRIPTIVE METHOD FOR INSUL TING CONCRETE FORMS IN RESIDENTIAL CONSTRUCTION" AS PREPARED BY THE NAHB RESEARCH CENTER, INC. ALL ICF WALLS SHALL BE REINFORCED FULL HEIGHT IN CONCRETE FILLED CORE ! WITH 1-#5 VERTICAL REINFORCING AT: • EACH CORNER, WALL ENDS, WALL INTERSECTIONS, U.N.O. • AND AT A MAXIMUM SPACING OF 1'-0" O.C. AT ALL FIRST LEVEL WALLS • AND AT A MAXIMUM SPACING OF 2'-0" O.C. AT ALL SECOND LEVEL WALLS LAP VERTICAL BARS 25" MINIMUM SUPPLEMENTARY NOTES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, 20sf MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. 40sf THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE F R CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTs AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH TH SE CONTRACT DOCUMENTS. -36.5 -45.1 PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TOA OID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING -34.1 -40.3 CONSTRUCTION. -33.5 -39.0 WOOD TRUSSES 60sf TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS INDICATING ACTUAL TRUSS LAYOUT, DESIGN, WIND UPLIFT AT BEARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED SUCTION FLORIDA PROFESSIONAL ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ARCHITECT'S DRAWINGS. SUCTION ROOF FRAMING PLAN AND TRUSS TYPES ARE DIAGRAMATIC AND ARE INTENDED 0 INDICATE DESIGN CONCEPT ONLY FOR ROOF CONFIGURATION. -32.6 -37.3 ROOF TRUSSES SHALL BE DESIGNED FOR END OR INTERIOR ZONE UPLIFT PRESSURES AS APPLICABLE. UPLIFT FOR INTERIOR ZONE TRUSSES SHALL BE COMPUTED USING INTERIOR ZONE PRESSURES. 100sf ROOF TRUSS DESIGN CRITERIA 120sf LIVE LOAD .................... ................................ . 20 PSF MIN. TOP CHORD DEAD LOAD- �:EDAR SHAKE SHINGLE ROOF. .......15 F SF WIND UPLIFT ................. ........................ PER ASCE 7 12 BRACE BOTTOM CHORD AS INDICATED I OR WIND UPLIFT. COORDINATE ROOF TRUSS LOCATIONS WITH PLUMBING WALLS AND HVAC EQUIPMENT SO AS TO AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF DUCTS, STACKS, PIPES, ETC. INTERIOR ENDZONE AREA INTERIOR ENDZONE AREA INTERIOR ENDZONE DESIGN WIND PRESSURES DESIGN WIND PRESSURES FOR WINDOWS/DOORS (PSF) (END ZONE = 6'-0") Kd = 0.85 1 Osf 20sf 30sf 40sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +33.7 +33.7 -36.5 -45.1 +32.2 +32.2 -35.0 -42.1 +31.3 +31.3 -34.1 -40.3 +30.7 +30.7 -33.5 -39.0 50sf 60sf 70sf 80sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +30.2 +30.2 -33.0 -38.1 +29.8 +29.8 -32.6 -37.3 +29.4 +29.4 -32.3 -36.6 +29.1 +29.1 -32.0 -36.0 90sf 100sf 110sf 120sf POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION POSITIVE SUCTION +28.9 +28.9 -31.7 -35.5 +28.6 +28.6 -31.5 -35.0 +28.4 +28.4 -31.3 -34.6 +28.2 +28.2 -31.1 -34.2 THE DESIGN OF THE FASTENING OF THE WINDOWS/DOORS TO THE WALL FRAMING/BUCKS IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURER/SUPPLIER AND SHALL MEET THE WINDOW/DOOR DESIGN WIND PRESSURES. 160 AUGERCAST CONCRETE PILE INSPECTION PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 40 TONS, ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL CAPACITY OF 6 TONS. 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. COO 00 00 0 0 a 00 9 0 0 00 00U 0 0 0 O 6 A 0 0 0 U o 0 0 0 ° o cl O OOO °° 0 0 ° 000 A35 H2.5 MTS12 HUS26 LUS28 THA29 0 0 00 ° 0 0 0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 MGT HTS24 MSTA24 HTS30C 10-10dx11/2" NAILS AT TRUSS AND 8-10dx11/2" NAILS AT PLATE. WRAP UNDER AND AROUND 2"x12" SILL PLATE THA 418 THA426 MAIN HOUSE UPLIFT CONNECTOR SCHEDULE MEMBER SUPPORT SIMPSON CONNECTOR UPPER PREENGINEERED ROOF TRUSS FRAMING 2"x10" ICF TOP PLATE (1)HTS30C AND (1)H2.5, SEE COMMON TRUSS: p% �ZJ SECTION 1/S-12 ARE SIMPSON STRONG TIE GIRDER TRUSS (1)THA29 AND (2)A35, SEE Q =U 2) SEE DETAIL 2/S-11 SCISSOR TRUSS: 2"x10" ICF TOP PLATE (1)HTS30C AND (1)H2.5, SEE f U f - SECTION 1 /S-15 JACK TRUSS: 2"x10" ICF TOP PLATE (1)HTS30C, SEE SECTION 1 /S-12 HTS30C CORNER HIP TRUSS (1)A35, SEE DETAIL 3/S-15 FLORIDA GIRDER TRUSS (1)A35 CORNER HIP TRUSS: 2"x10" ICF TOP PLATE (2)HTS30C E- GIRDER TRUSS (2)A35 GIRDER TRUSS: 9" ICF WALL (1)MGT, SEE DETAIL 1/S-11 HIGH UPLIFT GIRDER 9" ICF WALL (1)MGT, SEE DETAIL 1/S-11 TRUSS: APPROVAL #10446.4 UPPER COVERED PORCH FREENGINEERED ROOF TRUSS FRAMING (2)MTS12 COVERED PORCH PORCH LVL HEADER BEAM COMMON TRUSS: #10456.33 MSTA24 COVERED PORCH PORCH LVL HEADER BEAM (2)MTS12, SEE SECTION 1/S-14 JACK TRUSS: PORCH GIRDER TRUSS (2)A35 AT TOP CHORD AND (1)HUS26 HTS24 20-1Odx11/2" BOTTOM CHORD, SEE SECTION 1/S-14 COVERED PORCH PORCH LVL HEADER BEAM (2)HTS24 CORNER HIP TRUSS: HUS26 20-10d COVERED PORCH PORCH LVL HEADER BEAM (2)HTS24, SEE DETAIL 4/S-11 GIRDER TRUSS: #10655.94 LUS28 LOWER EXPOSED BRACKET ROOF FRAMING: SPECIAL CONCEALED CONNE TIONS SEE SECTION 2/S-15 FOR TYPICAL CONVENTIONAL R OF OVERFRAMING: LEDGER (1)H2.5, SEE DETAIL 3/S-11 OVERFRAMING RAFTER: AND 4-10d RIDGE BEAM 1 A35, SEE DETAIL 5/S-11 (NOTE: INSTALL OVERFRAMING LEDGER BOARD TO LOWER RAFTERS w/ 2 ROWS #10 x 33/4" DECK SCREW W/ 1"0 WASHER AT EACH INTERSECTION) FLORIDA FLOOR FRAMING: APPROVAL #11468.23 FLOOR TRUSSES: DOUBLE TOP PLATE (1)H2.5, SEE SECTION 3/S-12 FLORIDA INTERIOR HEADER BEAM (1)H2.5, SEE SECTION 4/S-12 #10447.21 INTERIOR LVL FLOOR BEAM (1)H2.5, SEE SECTION 5/S-12 X12" THREADED ROD FLUSH FLOOR BEAM AT 20" (1)THA426, SEE DETAIL 4/S-10 APPROVAL DEEP FLOOR TRUSSES AND WALL LEDGER AT 14" (1)THA418 4 DEEP FLOOR TRUSSES FLOOR BEAMS: SUPPORT STUDS (2)HTS24 STAIR FLOOR JOISTS: 2"x8" WALL LEDGER (1)LUS28, SEE DETAIL 6/S-10 ICF WALL SYSTEM: QONa� 2"x10" ICF TOP PLATE: ICF CONCRETE CORE 1/,"0 x 10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ ZxZx1/8 " PLATE WASHER, AND HEX NUTS © 24" O.C. INTERIOR BEARING WALLS UTILIZING THE THREADED ROD SYSTEM 1/,0 THREADED ROD © 48" O.C. DBL TOP PLATE 2"x4" STUDS BOTTOM SILL PLATE GRADE BEAM FOUNDATION 1/,"0 x 10" ANCHOR BOLT w/ 2"x2"x1/8 " PLATE WASHER, COUPLER NUT, AND HEX NUTS © 24" O.C. AND '/2"0 THREADED RODS NOTES: 0 W D p% �ZJ 1) CONNECTORS ARE SIMPSON STRONG TIE OR EQUIVALENT. M �� Q =U 2) SEE DETAILS THIS SHEET FOR TYPICAL APPLICATIONS. f U f - 3) USE THE FOLLOWING FASTENERS FOR EACH CONNECTOR: Q r- HTS30C 18-1 Odx11/2 " FLORIDA PRODUCT APPROVAL #10456.27 H2.5 8-8dx11/2" E- FLORIDA PRODUCT APPROVAL #10456.11 A35 12-8dx11/2 FLORIDA PRODUCT APPROVAL #10446.4 MTS12 14-1Odx11/2" FLORIDA PRODUCT APPROVAL #10456.33 MSTA24 18-10d FLORIDA PRODUCT APPROVAL #10852.9 HTS24 20-1Odx11/2" FLORIDA PRODUCT APPROVAL #10456.24 HUS26 20-10d W FLORIDA PRODUCT APPROVAL #10655.94 LUS28 10-10d FLORIDA PRODUCT APPROVAL #10655.113 THA29 16-10d AND 4-10d FLORIDA PRODUCT APPROVAL #10447.19 THA426 20-10d AND 6-16d FLORIDA PRODUCT APPROVAL #11468.23 THA418 20-10d AND 6-16d FLORIDA PRODUCT APPROVAL #10447.21 MGT 5/,"0 X12" THREADED ROD FLORIDA PRODUCT APPROVAL #11470.7 AND 22-16d D 4 � "SET" EPDXY FLORIDA PRODUCT APPROVAL #11506.4 ALL SIMPSON CONNECTORS IN CONTACT WITH ACQ PRESSURE TREATED LUMBER SHALL HAVE THE MANUFACTURER APPLIED "ZMAX" FINISH 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES' MENTIONED IN NOTE 2. SCALE: 3/4" = 1'-0" 1' 2' STRUCTURAL NOTES, SCHEDULES, AND DETAILS Sml 7 SHEET 17 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE. INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cckathe@g ai cm1p ti FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL 0 W D p% �ZJ W ONO 0- M �� Q =U NN am ' dQO Q M f U f - co , Q r- U0WQdj - o W O CD E- = Ot I w Q U�� n.U) QWWLLx Z W w Q _U W o �� m W Q �JjWI` 0 W N _ � QW LL D 4 � i ILL QONa� W= SIL Z a SCALE: 3/4" = 1'-0" 1' 2' STRUCTURAL NOTES, SCHEDULES, AND DETAILS Sml 7 SHEET 17 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE. INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cckathe@g ai cm1p ti FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL 0 W D p% �ZJ W LL Q =U = U< Q W LLJ CO m � U f - N Z Q SCALE: 3/4" = 1'-0" 1' 2' STRUCTURAL NOTES, SCHEDULES, AND DETAILS Sml 7 SHEET 17 OF 17 03/01/2018 BUILDING PERMIT ISSUE CHRISTOPHER C. KATHE. INC. CONSULTING STRUCTURAL ENGINEER 420 OSCEOLA AVENUE JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 cckathe@g ai cm1p ti FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL " CONCRETE VANISHING 4pcs 16"wide EDGE WEIR POOL WALL w/ MONOLITHIC STEPS #4 VERTICAL © 12" O.C., w/ 1—#4 © 12" O.C., AND #4 HORIZONTAL EACH WAY @ 12" O.C., EACH FACE ,dk EL. +16.17' NAVD WAITER LINE EL. +13.17' NAVD O BOTTOM OF POOL I 8" CONCRETE POOL SLAB w/ 1-#4 © 12O.C., 4,,_EACH WAY, TO AND B TTOM 24"wide x 16"deep POOL GRADE BEAM BEYOND 3-#4 EACH WAY ABOVE PILE 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 34'-0" LONG w/ #3 TIES @ 12" O.C. AT 32'-0" LONG PILE PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL POOL +I 0 Lo O 24„ LAP PB -1 DEEP WELL DRAINS EL. +11.75' NAVD TOP OF PILE 24"wide x 16"deep POOL GRADE BEAM BEYOND 8" CONCRETE TROUGH SLAB w/ #4 REINFORCING ® 12" O.C. EACH WAY, TOP AND BOTTOM 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. AT 31'-0" LONG PILE 09LEL. +18.17' NAVD TOP OF TROUGH WALL EL. +14.75' NAVD TROUGH WATERLINE EL. +15.25' NAVD OILTOP OF TROUGH WALL 12" CONCRETE TROUGH TROUGH C° WALL w/ #4 EACH WAY ® 12" O.C., EACH FACE N . O.OF TROUGH.; rr� EXISTING CONCRETE SLAB NOW Ell ol EA 0 TION AT EXISTING SEAWALL CONNE 1 SECTION KC- SCALE: 3/8" = 1'-0" � \�— EXISTING CONCRETE SEAWALL DRILL 6" AND EPDXY 3pcs #5x 38" HORIZONTALS AT EACH "BB -1" POOL GRADE BEAM LOCATION PROVIDE DRILLED AND EPDXIED HORIZONTAL EL. +10.58' NAVD #5 DOWEL CONNECTION TOP OF PILE INTO THE EXISTING CONCRETE SEAWALL OPTION 3 , Ivo CHRISTOPHER C. KATHE FL P.E. 36820 SIGNATURE IN BLUE INK RAISED SEAL 00 -m O rf) UNo T— U 00 � I �w U mr�') zoo z Q �Qo oo� U Z cn —ft� w wQ LJ z o < LO J Nr < =000 U = U ~ <j . I E 0Mor, cp wZN Wv~i�w^c- =0>a-0 a-? zo�� UJcn U D U U (n Z a �0 U U I - Zw W Q = � U C) LLJ L O U) z L - Li Ld Q=w w N = U 0-00-1 L� UQw w wmo W m U rn F7- N Q V) W w Z QQ W OLL- r'f w 12" CONCRE w/ h © 12" 0, (18.67') EL. WEST (18.67') EL. 2'-0"x2'-0" RA PEDESTAL INTEL w/ SPA SF 27'-0" 1'-0" 9'-0" r � (18.67') EL. +18'-8" NAS TOP OF COPIN 3'-4" 2'-8" PEDESTAL �To' +21'-1" NAVD (21.08') /� OF PEDESTAL O FIXTURE NUMBER OF FIXTURES BULB LUMENS HAYWARD AND TYPE MODEL No. HAYWARD COLORLOGIC 4pcs AT POOL 95 watt LED SP0527SLED50 4.0 LED POOL LIGHT N COLOR: AMBER LED 2pcs AT STEPS 40 watt LED SP0535SLED50 1 pc AT SPA 40 watt LED SP0535SLED50 00 '> TEP OL WALL EL. -4'-6" `V REINFORCING I POOL C. EACH FACE, LIGHT EACH WAY i , .. EL. -5- 9 i 2 -8 x2 - RAISED PEDESTAL INTEGRAL EL. -0'-4" EL. -0'-5" w/ POOL SHELL � I o W o z SUNSHELF ... EL. +15-3 .:.:. TOP @F TR WALL +18'-8" NAVD OP OF COPING -------------------- 2" CONCRETE ANISHING E GE WEIR POOL WALL w/ 4 EACH WAY © 12" O.C., ... EACH FACE O EL. -4'-0" ... 1 CO CRET .'.'.' W LL w #4 © 12 0.C., ... EL. -5 -11' W CD POOL EL -4'-8" .:::: �W LIGHT . . . 0j ... z :.:. U) z > EL. -,5'- 0 TROUGH POOL 00 ... Oa It 00 M a_ IZ IZ a_ POOL DEPTH VARIES I DEEP WELL O I I (a_ W W W W W „ N F— I— I— 1— 4'-0" TO 5'- 0 DRAINS 0) ,� 4 d i� cn co m cf) R CESS D TR ... U —LIG TS 4pcs 16"wide ( LOC TION MONOLITHIC STEPS TOUGH DRAINS +18'-8" NAVD POOL „ LIGHT 1 —4„ 1 —4„ 1 —4" 1 —4 .:.:.: .. ... EL. —5-11' OP OF COPING 12” 5-4' 14'-8” .12" 4'-0" 12" EL. —4'-0" 2" CONCRETE ANISHING ...... oEDGE WEIR POOL WALL w/ Q> 4 EACH WAY ® 12" O.C., .. 0 CL Q EACH FACEcn 12" CONCRETE SPA WALL w/ #4 REINFORCING N © 12" O.C. EAGH FACE, - - EACH WAY 0� EL. +18'— NAVD „ BENCH 12 TOP OF ICOPING >_ 12"wide TROU WALLS0 EL. +18'-21 4" NAVD 18.19 ') SPA SPA TOP OF SP OVERFLOW = DRAIN 00 0 v z Li 2'-8"x2'-8" RAISED EL. +15'-3 SED SPA PEDESTAL INTEGRAL „ TOP F TR AL LIGHT w/ POOL SHELL EL. —5 —9 WALL ELL STEP BENCH POOL EL. —4'-6" LIGHT 00 0 0 I ( N N O N SPA LAYOUT 1'-0" 6' \1'6" PEDESTAL LAYOUT 2'-0" PEDESTAL 6'-0" EL. +20'-10" NAVD (20.83') TOP OF PEDESTAL 19'-0" f EL. +18'-8" NAV (18.67') TOP OF COPING 27'-0" 3'-4" I 2'-8„ PEDESTAL POOL AND SPA LAYOUT PLAN- NOTE: SCALE: 3/8" = 1'-0" SEE ARCHITECTURAL SHEET 4.3 GENERAL NOTES: FOR ADDITIONAL POOL AND SPA 1) PRESSURE PIPING SHALL BE TESTED AS PER LOC L BUILDING CODES, PRIOR TO BACKFILL DIMENSIONS AND ELEVATIONS 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFI LED AND COMPACTED TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTM D ROCTOR TEST. BACKFILL SHALL BE INSTALLED IN 12" LAYERS. 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PLUMBING/PIPING AND ELECTRICAL REQUIREMENTS. NAVD (15.25') )UGH TROUGH =ACH WAY BCH FACE EAST )UGH z_ N V) U Q 00 0 d- M 0 41 0 W Q BEND OVER 7-#5 VERTICAL REINFORCING FROM AUGERCAST CONCRETE ANCHOR PILE INTO MONOLITHIC POOL SHELL EL. VARIES TOP OF PILE 3pcs #3 TIES © 3" O.C. AT TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5x34'-0" OR 7-#5x36'-0" AND #3 TIES © 12" O.C. SEE PLAN AND SECTIONS FOR LENGTHS PILE SECTION SCALE: 3/4" = 1'-0" OIL EL. -20.00' NAVD \-r BOTTOM OF PILE TYPICAL 16" DIAMETER AUGERCAST CONCRETE ANCHOR PILE rT- ELEVATION P-2 SCALE: 3/8" = 1'-0" 31H EXCAVATION FROM POOL SHALL BE USED AS BACKFILL AROUND POOL DECK. NAVD (15.25') UGH , EL. +21'-1" NAVD (21.08') TOP OF PEDESTAL PEDESTAL LAYOUT NOTE: THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES) NOTE: POOL MANUFACTURER RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF POOL EQUIPMENT PEDESTALS AS REQUIRED BY FEMA REQUIREMENTS INSTALL AN AUTOMATIC TIMER FOR THE POOL LIGHT TO ENSURE THAT THE POOL LIGHT IS TURNED OFF WHEN NOT IN USE NOTE: POOL DRAINAGE SHALL BE DIRECTED TOWARDS NEW DRAINAGE SWALES SYMBOL FIXTURE NUMBER OF FIXTURES BULB LUMENS HAYWARD AND TYPE MODEL No. HAYWARD COLORLOGIC 4pcs AT POOL 95 watt LED SP0527SLED50 4.0 LED POOL LIGHT COLOR: AMBER LED 2pcs AT STEPS 40 watt LED SP0535SLED50 1 pc AT SPA 40 watt LED SP0535SLED50 1) LIGHT FIXTURES SHALL BE HORIZONTAL FLUSH MOUNT 2) LIGHT FIXTURES SHALL BE MOUNTED 2'-0" BELOW WATERLINE STRUCTURAL NOTES: co N DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE Q co 0- � N N 4 2017 FLORIDA BUILDING CODE. o r r- � U o w Q 'g DEP DESIGN CRITERIA: aC o c:) ❑ N DUVAL COUNTY — N Z)MONUMENT R048 � Q 100 YEAR STORM ELEVATION 17.5' NGVD (16.4' NAVD) z W co w = LL � WAVE CREST HT. pU �U�Qo 100 YEAR STORM DESIGN 5.5' NGVD (4.4' NAVD) 'S _j a_ - W GRADE W Q o < UJ LIVE LOADS: 75; ry U)Ljj — z UNIFORM LIVE LOADS: 3 O � 0 C:) F- 0 POOL DECK SLABS/COPING 40 PSF i Q _j N W = ALLOWABLE UNIT STRESSES z CONCRETE: (PER ACI 318) CONCRETE: SLAB ON GRADE f'c = 3000 PSI STRUCTURAL POOL SHELL SLABS f'c = 5000 PSI STRUCTURAL POOL SHELL WALLS f'c = 5000 PSI AUGERCAST CONCRETE ANCHOR PILE f'c = 5000 PSI CONCRETE PILE CAPS f'c = 5000 PSI CONCRETE GRADE BEAMS f'c = 5000 PSI CONCRETE MAXIMUM WATER CEMENT RATIO: STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 CONCRETE PILE CAPS AND GRADE BEAMS 0.42 AUGERCAST ANCHOR PILE 0.46 SLAB ON GRADE 0.52 ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, AND PILE CAPS SHALL CONTAIN "PREVENT—C" SHRINKAGE REDUCING ADMIXTURE AS MANUFACTURED BY VITRO 0 MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED Q TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT Q TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, 0 _ ETC. MAXIMUM WATER—CEMENT RATIO SHALL BE 0.042. AWN&W [)� REINFORCMENT: ASTM A615 — GRADE 60 z WELDED WIRE FABRIC ASTM A185 � LL SOIL BEARING PRESSURE: 2000 PSF Q = "AUGERCAST" CONCRETE ANCHOR PILES = U UW 1) MINIMUM 16" DIAMETER 2) MINIMUM EL. -20.00' NAVD TIP ELEVATION W 3) MINIMUM 31'-0" LENGTH m U 4) REINFORCE w/ 7-#5 x 33'-0" OR 7-#5-35'-0" AND #3 TIES AT 12" O.C. Nz 5) CONCRETE f'c = 5000 PSI z Q 6) PILE CAPACITY SHALL BE 30 TONS. REINFORCED CONCRETE Q ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: SLABS ON GRADE CENTERED STRUCTURAL POOL SHELL 2" AUGERCAST ANCHOR PILE 3" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR N DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. W E ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED S TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. SCALE: 3/8" - 1'-0" SUPPLEMENTARY NOTES 2' 4' VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, POOL AND SPA PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR LAYOUT PLAN THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. P� 1 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, SHEET 1 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 03/01/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER BUILDING PERMIT ISSUE 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHRISTOPHER C. KATHE, INC. THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CONSULTING STRUCTURAL ENGINEER CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE I HE RISK cckathe@gmail.cojn OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM = EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. 820 THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLI FL P.E. SIGNATURE !NN BLUE INK STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). RAISED SEAL 12" CONCRE w/ h @ 12" 0. EL. EL. EL. EL. 12" CONCF W/ h @ 12" 0. PILE LAYOUT 1'-0" Li J � Q 11'-6" a J EL. +13.92' NAVD TOP OF PILE PILE 11'-6" 3'-0" LAYOUT EL+12.17' NAVD 12"wide EL. +10.58' NAVD . POOL SIDE TOP OF PILE WALL TOP OF PILE j O GRADE BEAM MARK SIZE w x d I _ STIRRUPS OR TIES REMARKS SECT. N0. REF. BOTTOM TOP \��JEL.+10.58' SIZE SPACING TYPE PB -1 24" X 16" EL. +13.50' NAVD 5–#5 L. +12.17' NAVD 12"wide 6"/12" O.C. 2 NAVD–�� I PB -2 24" X 16" VARIES TOPOF PILE 5–#5 1 TOP OF PILE POOL SIDE 2 SIDE WALLS OF PILE 0-0 PILE H 0 24" P-4 ---- – 1--------------------�– -- -�--- -�--- ------ --------- -----1--- ILE --�----- LAYOUT 1'– TEP OL WALL EL. PB -2 4'-6" PB -2 3'-0" LAYOUT J �� 27'-0" ww�x REI FORCING i POOL AND EA('H FACE, I NOTE: SCALE: 3/8" L. –5 –9" EL. +15.25' U SEE ARCHITECTURAL SHEET 4.3 EACH WAY < CD 2 :.:. FOR ADDITIONAL POOL AND SPA DIMENSIONS AND ELEVATIONS TOP F TR 16"� AUGERCAST ti U) EL. –0'-4„ EL. –0'-5" Q P-2 ::::: m CONCRETE ANCHOR PILE WALL I L t-' J ¢ Q Ljj Q _ 00 �0 2o�rn c ILL W SUNSHELF i 00 EL. +11.92' NAVD :: –Qj ILL I 00 P23 TOP OF PILE . . EL. +10.58' +13.92' NAVD ----T------------------ PB -1 I – – – – -- PB -1 – – – – – – – – – – – – – – – – :: –.---- I r -----T-- -- TOP F PIL TOPOF PILE 12" CO I_ , I I I ��- i CRET _ ___—L ------L-- --------------- _--------1----- 24 "wide x 16"deep :: WALL w #4 @ 12 . C., POOL GRADE BEAM 1 " CONCRETE VANISHING :. OO ED 3E WEIR POOL WALL w/ L. –5 –11' m #4 EACH WAY @ 12" O.C., m J EACH FACE .;.: Q r V) C/) 00 00 EL. +11.75' NAVD . . . TOP OF PILE ..... TROU H EL. +10.58' +13.92' NAVD ---- PB -1 - -- --- -- -------------T--'-- -- PB -1 ---------------- :.:. .... I --T--'--T– -- TOP F PIL TOP OF PILE -�— POOL EL. –4,_8„OIL I� i TROUGH LIGHT – – DRAINS 4pcs 16"wide 3 MONOLITHIC EL. –5' 0" STEPS :: 5 P-3 m M POOL - P-2 _ �I 00 w a- IZ w POOL DEPTH VARIES � I DEEP WELL ::: -j ( 00 00 W w w W >> „ N � 1— 1– 4'-0" TO 5'– 0 _ DRAINS ... 4 1 0 cn cn 000 00 P-3 RECESS D TR . . UP–LIG TS 24"wide x 16"deep (3 LOC TION +1342' NAVDOL OF PILE ---- P OL GRADE BEAMPB-1 ----T---'---- - -- --- -- --------- T --------------- -:---T--'– -T----- TOP -----1- –POOL---�----- ----�--- �– 1'-4" 1'-4" 1'-4" 1'-4" LIGHT 1EL. +11.75' NAVD EL. +10.58' P-2 TOP OF PILE TROD H TOP OF PIL 12" 5' 4" 14'-8" 12" 43-011 12" EL. –4'-0" m 12" CONCRETE VANISHING m o0 JED cn E WEIR POOL WALL w/ ... J cn L. –5.-11 00 +18. 7' NAVD _ #4 °O EACH WAY @ 12" O.C., EACH FACE .:. qv 00 EL. +10.58' OP 0 COPING 24"wide x 16"deepTOP OF PIL +13. 0' NAVD gk ----T POOL GRADE BEAM -- --- -- -------------i---� --T--- ----------------- TOP OF PILE --1-1-- I- �/ N1. I I \�� -- ----I---,-- -- – – – – – – – – – – – – – – – – -----�---,– -t----- ETE SPA WALL REINFORCING BENCH 12 EL. +11.92' NAVD EA H FACE, TOP OF PILE 12"wide TROU EACH WAY SPA SPA DRAIN m Q WALLS QD 2 Q EL. +18.67' NAVD J P-4 w w _ �-ZTk TOP OF COPING 00 m m 00 00 SPA 15.25' LIGHT L. –5 –9'> �Tnp',)F TR STEPPB-2 EL. 4'-6" pg_2 WALL BENCH ------------------- -- T—�\ —T--- ---------------- ----T—� T---- � /\ ��(- �� I t' NAVD )UGH NAVD : TROUGH =ACH WAY ACH FACE )UGH NAVD P 0 0 L C O N C R E T E G R A D E B E A M S C H E D U L E GRADE BEAM MARK SIZE w x d I LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES REMARKS SECT. N0. REF. BOTTOM TOP \��JEL.+10.58' SIZE SPACING TYPE PB -1 24" X 16" EL. +13.50' NAVD 5–#5 L. +12.17' NAVD 12"wide 6"/12" O.C. 2 NAVD–�� Li PB -2 24" X 16" VARIES TOPOF PILE 5–#5 1 TOP OF PILE POOL SIDE 2 SIDE WALLS OF PILE 0-0 PILE H 0 24" P-4 OCfl o WALL LAP ILE -J LAYOUT 1'– 11'-6" 11'-6" 3'-0" LAYOUT J �� 27'-0" ww�x POOL AND SPA ANCHOR PILE LAYOUT PLAN - NOTE: SCALE: 3/8" = 1'-0" L) U SEE ARCHITECTURAL SHEET 4.3 < CD J FOR ADDITIONAL POOL AND SPA DIMENSIONS AND ELEVATIONS T+ 1I IN 16"� AUGERCAST ti U) ¢ :DJ II CONCRETE ANCHOR PILE L t-' J ¢ w Ljj Q NAVD )UGH NAVD : TROUGH =ACH WAY ACH FACE )UGH NAVD P 0 0 L C O N C R E T E G R A D E B E A M S C H E D U L E GRADE BEAM MARK SIZE w x d BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES REMARKS SECT. N0. REF. BOTTOM TOP MIDDLE BAR SIZE SPACING TYPE PB -1 24" X 16" VARIES 7–#5 5–#5 – #3 6"/12" O.C. 2 MIDDLE OF POOL 1/P-2 PB -2 24" X 16" VARIES 5–#5 5–#5 – #3 6"/12" O.C. 2 SIDE WALLS 2/P-2 CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR POOL GRADE BEAMS 2" 3" Lol FT I [ d TYPICAL BEAM STIRRUP & TIE TYPES PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL 24"wide x 16"deep POOL 5–#5 TOP w/ STD. GRADE BEAM w/ 5–#5 TOP 90° BEND EACH END AND 7-95 BOTTOM W/ #3 STIRRUPS @ 6"/12" O.C. 5–#5 @ 6" 0 C TOP w/ STD. 90° BEND EACH END °o #3 STIRRUPS @ 6" O.C. FIRST 4'-0 EACH END, THEN 12" O.C. AT MIDDLE 3 STIRRUPS HORIZONTAL Q @ ~-I 12" CONCRETE POOL WALL w/ #4 REINFORCING @ 12" O.C. EACH FACE, EACH WAY 24"wide x 18"deep POOL GRADE BEAM w/ 5–#5 TOP AND 5–#5 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. .. NMW� IMMI0- 8" CONCRETE POOL SLAB # \– 8" CONCRETE POOL SLAB w/ 1–#4 @ 12" O.C., FIRST 4 –0 EACH END, w/ 1–#4 @ 12" O.C., EACH WAY, TOP AND 2`-0>> THEN 12 O.C. AT MIDDLE 2'-0>> EACH WAY, TOP AND BOTTOM 7– 5 BOTTOM BOTTOM # PB -1 PB -2 5–#5 BOTTOM 24"wide x 16"deep POOL GRADE BEAM 24 wide x 16"deep POOL GRADE BEAM 1 SECTION K-2-' SECTION P-2 SCALE: 3/4" = 1'-0" P-2 SCALE: 3/4" = 1'-0" BEND OVER 7–#5 VERTICAL MAINTAIN 2" I 12" REINFORCING FROM "AUGERCAST" CONCRETE COVER I CONCRETE ANCHOR PILE INTO AROUND OPENINGr---------r---------:------ ---- - - - - - - - - - MONOLITHIC POOL SHELL ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP ------------- ®-----'- ---- WELL DRAIN OPENING I #4 @ 12" O.C. ------ ----- __ _- ----_ y_ -- EACH WAY, TOP AND BOTTOM, POOL I I DEEP WELL SLAB REINFORCING DRAIN EL. –5'-0" (EL. +13.17' NAVD) DEEP WELL DRAIN OPENING REINFORCING #3 TIES, TOP AND BOTTOM, @ 12" O.C. NAVD EL. +18.17' NAVD TOP OF WATER LINE WATER LINE V �H r m /. SHEET 2 OF 5 0 0 12" CONCRETE VANISHING o EDGE WEIR POOL WALL w/ i #4 VERTICAL @ 12" O.C., w `t APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. AND #4 HORIZONTAL Q @ 12" O.C., EACH FACE NAVD > EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, N N M )UGH 1 #4 HORIZONTAL @ 12" O.C. U RAISED SEAL w Q #4 VERTICAL @ 12" O.C. H 0 24" = — OCfl o — LAP .. 3 SECTION P-2 SCALE: 3/4" = 1'-0" 4'-0" EL. +18.17' NAVD TOP OF TROUGH WALL 24"wide x 16"deep POOL GRADE BEAM ` G 3–#4 EACH WAY ABOVE PILE 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 1'-0"f ----A– 00 2'-0"x2'-0" PILE CAP 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7–#5 x 28'-0" LONG w/ #3 TIES @ 12" O.C. 1 „ -- AT 25 –0 LONG PILE 1 –4 2'-0" TYPICAL ANCHOR PILE CAP DETAIL r--� SECTION P-2 SCALE: 3/4" = 1'-0" 1'-0" r---1 EL. +14.75' NAVD #3 TIES, TOP AND TROUGH WATERLINE BOTTOM, @ 12" O.C. ALTERNATE ORIENTATION i i� EL. +15.25' NAVD co N 8" CONCRETE POOL SLAB –y w/ 1–#4 @ 12" O.C., EACH WAY, TOP AND BOTTOM VANISHING EDGE WALL AND TROUGH POOL r5-'� SECTION P-2 SCALE: 3/4" = 1'-0" TOP OF TROUGH #4 VERTICAL @ 12" O.C. WALL EACH FACE 12" CONCRETE TROUGH WALL w/ #4 EACH WAY @ 12" O.C., EACH FACE 4LEL. +12.25' NAVD TOP OF TROUGH SLAB 8" CONCRETE TROUGH SLAB w/ #4 REINFORCING @ 12" O.C. EACH WAY, TOP AND BOTTOM #4 HORIZONTAL @ 12" O.C. EACH FACE PLAN VIEW OF WALL J r m /. SHEET 2 OF 5 0 0 Cc COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER wQ� Z ° N Q d7 M CU p CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND co APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK Q coO E- EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, N N M M , Q o U RAISED SEAL w Q H 0 N = — OCfl o — NNQ E 4 wQ UQ�0o J �� Qbi ww�x W ocn w wW F-- L) U ly- < CD J m ti U) ¢ :DJ (j ¢ w Ljj Q LLC:) d �0 2o�rn ILL W 2 –Qj ILL za J r m /. SHEET 2 OF 5 0 0 Q 0 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER wQ� Z ° W WLL aU �=Q W UW Qm mU N ( 7111-N W E S SCALE: 3/8" = 7-o- 21 4' 2" C�j� 2" 8" OUT TO OUT POOL AND PILE #3 TIE LAYOUT PLAN AND SECTIONS r m /. SHEET 2 OF 5 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 03/01/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER BUILDING PERMIT ISSUE 626-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHRISTOPHER C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. JACKSONVILLE BEACH, FLORIDA 32250 (808) 217-4707 THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK cckat grail. OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. —� j THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE �' FL P.E. 36'8'21 SIGNATURE IN BLUE INK STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). RAISED SEAL STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE EL. +13.92' NAVD rjh TOP OF PILE LOCATE ALL LAP SPLICES WITHIN---" THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 36'-0" LONG w/ #3 TIES © 12" O.C. AT 34'-0" LONG PILE EL. —20.00' NAVD BOTTOM OF PILE STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE ADD 2—#5— BOTTOM EL. +13.92' NAVD TOP OF PILE LOCATE ALL LAP SPLICES WITHIN —/ THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 36'-0" LONG w/ #3 TIES @ 12" O.C. AT 34'-0" LONG PILE EL. —20.00' NAVD r6, BOTTOM OF PILE 20'-0" 1/2" EXPANSION JOINT w/ 8" CONCRETE 12" CONCRETE VANISHING ELASTOMERIC SEALANT 4pcs 16"wide EDGE WEIR POOL WALL w/ 1—#4 @ 12" O.C., MONOLITHIC STEPS #4 VERTICAL @ 12" O.C., EL. +18.67' NAVD w/ 1—#4 @ 12" O.C., AND #4 HORIZONTAL TOP OF COPING EACH WAY © 12" O.C., EACH FACE 1'-4" NAVD EL. +18.17' NAVD l ® WATER LINE N N 00 , TYP. RAISED SEAL S WATER LINE T- C:)T- POOL EL. +13.17' NAVD 24" 0 BOTTOM OF POOL -+-I o I CAS" 8" CONCRETE POOL SLAB „ w/ 1—#4 © 12" O.C., `� 24 EACH WAY, TOP AND LAP BOTTOM PB -1 3—#4 EACH WAY ABOVE PILE PB -1 2' -0"x2' -0"x1' -0"d PILE DEEP WELL CAP AT SINGLE PILE, DRAINS SEE PLAN FOR LOCATIONS EL. +11.75' NAVD 24"wide x 16"deep TOP OF PILE POOL GRADE BEAM 24"wide x 16"deep — BEYOND POOL GRADE BEAM BEYOND 16"0 "AUGERCAST" PROVIDE STD. 90° BENDS CONCRETE ANCHOR PILE w/ AT THE ENDS OF ALL 7—#5 x 34'-0" LONG w/ GRADE BEAM #5 TOP #3 TIES @ 12" O.C. REINFORCING STEEL AT 32'-0" LONG PILE AgkEL. —20.00' NAVD 'IFBOTTOM OF PILE CROSS SECTION AT DEEP WELL 1 SECTION P-3 SCALE: 3/8" = 1'-0" 20'-0" —1/2" EXPANSION JOINT w/ 8" CONCRETE 12" CONCRETE VANISHING ELASTOMERIC SEALANT SUNSHELF SLAB w/ EDGE WEIR POOL WALL w/ FACE 1—#4 @ 12" O.C., #4 VERTICAL @ 12" O.C., EL. +18.67' NAVD EACH WAY, TOP AND O.C., AND #4 HORIZONTAL IF TOP OF COPING BOTTOM @ 12" O.C., EACH FACE N EL. +18.17' NAVD SUNSHELF l ® WATER LINE N `o 1 POOL 8" CONCRETE POOL SLAB 24" w/ 1—#4 @ 12" O.C., LAP EACH WAY, TOP AND BOTTOM1 PB -1 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, , SEE PLAN FOR LOCATIONS TOP OF POF PI NAVD TOLE 24"wide x 16"deep POOL GRADE BEAM 24"wide x 16"deep — BEYOND POOL GRADE BEAM BEYOND 16"0 "AUGERCAST" PROVIDE STD. 90° BENDS CONCRETE ANCHOR PILE w/ AT THE ENDS OF ALL GRADE BEAM #5 TOP 7—#5 x 34'-0" LONG w/ REINFORCING STEEL #3 TIES © 12" O.C. AT 32'-0" LONG PILE EL. —20.00' NAVD BOTTOM OF PILE CROSS SECTION AT SU N SH ELF 2 SECTION �-3SCALE: 3/8" = 1'-0" m on 4'-0" 1,'-0" k EL. +18.17' NAVD TOP OF TROUGH WALL EL. +14.75' NAVD TROUGH WATERLINE ` OIL EL. +15.25' NAVD CD TOP OF TROUGH WALL 12" CONCRETE TROUGH TROUGH C° I WALL w/ #4 EACH WAY N @ 12" O.C., EACH FACE EL. +12.25' NAVD 'jWTOP OF TROUGH SLAB PB -1` 8"CONCRETE TROUGH__ Ca@ 12" O.C. EACH WAY, TOP AND BOTTOM EL. +10.58' NAVD TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES @ 12" O.C. AT 31'-0" LONG PILE 0,L EL. —20.00' NAVD 'IWBOTTOM OF PILE 1'-0" EL. +18.17' NAVD TOP OF TROUGH WALL EL. +14.75' NAVD TROUGH WATERLINE EL. +15.25' NAVD (o _ TOP OF TROUGH WALL 12" CONCRETE TROUGH TROUGH `° WALL w/ #4 EACH WAY i @ 12" O.C., EACH FACE N � odL 1 EL. +12.25' NAVD "jwTOP OF TROUGH SLAB I 8'° CONCRETE TROUGH PB -1-- SAB- REt�dF@RCIP © 12" O.C. EACH WAY, TOP AND BOTTOM EL. +10.58' NAVD TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES @ 12" O.C. AT 31'-0" LONG PILE Aj-,� EL. —20.00' NAVD BOTTOM OF PILE 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR NEW FRANGIBLE, UN—REINFORCED CONCRETE POOL DECK. BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE LOPE a 4 #4 HORIZONTAL © 12 O.C. #4 VERTICAL @ 12" O.C. LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID —\ LAP SPLICES WITHIN THE POOL SHELL WALLS. EL. +13.92' NAVD �% TOP OF PILE 3—#4 EACH WAY - ABOVE PILE 2'-0"x2'-0" - PILE CAP 3pcs #3 TIES @ 3" O.C. - AT TOP OF PILE 16"0 AUGERCAST - CONCRETE ANCHOR PILE w/ 7—#5 x 36'-0" LONG w/ #3 TIES © 12" O.C. AT 34'-0" LONG PILE EL. —20.00' NAVD BOTTOM OF PILE 1 /" 1 Yl" 1 /l" 1 F," 1 F" WALL STEP STEP STEP STEP EL. +18.67' NAVD TOP OF COPING CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER WATERLINE TILE (TYPICAL) S WATER LINE EL. +18.17' NAVD MONOLITHIC CONCRETE STEPS INSTALLED AT TIME OF POOL SHELL 1—#4 @ 12" O.C., EACH WAY 24„ LAP PB -1 — 24"wide x 16"deep POOL GRADE BEAM BEYOND CROSS SECTION AT POOL STEPS rT-� SECTION P-3 SCALE: 3/4" = 1'-0" 12" CONCRETE POOL WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE .. 8" CONCRETE POOL SLAB w/ #4 @ 12" O.C. TOP AND BOTTOM, EACH WAY 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER 6" WATERLINE TILE EL. +18.17' NAVD Y TOP OF WATER LINE S WATER LINE #4 HORIZONTAL aU 12" O.C., EACH THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH FACE #4 VERTICAL O 420 OSCEOLA AVENUE 12" O.C., EACH 00Q FACE 12" TYPICAL COPING/ EDGE DETAIL K -4 --- SECTION P-3 SCALE: 3/4" = 1'-0" me N W E S SCALE: 3/8" = 1'-0" 2' 4' POOL SECTIONS AND DETAILS Pm3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. SHEET 3 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN W aU BUILDING PERMIT ISSUE 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH �=Q N Q O 420 OSCEOLA AVENUE co p 00Q 0- co p T- N EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, j' M f — N N 00 , Q� RAISED SEAL T- C:)T- (.0 O 1— N = O W Q Cn 0 CDJ U a of 6i LL CL c/) Q w cn w LL W W Q U_ o _1 ) J f— m ui UJ of Q� W cIf u'E � -1 2a orn LL Q N LJJ 2 Z a- me N W E S SCALE: 3/8" = 1'-0" 2' 4' POOL SECTIONS AND DETAILS Pm3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. SHEET 3 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN W aU BUILDING PERMIT ISSUE 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH �=Q UW Qm CONSULTING STRUCTURAL ENGINEER WmU 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. me N W E S SCALE: 3/8" = 1'-0" 2' 4' POOL SECTIONS AND DETAILS Pm3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. SHEET 3 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 03/01 /2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER BUILDING PERMIT ISSUE 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH CHRISTOPHER C-KATHE, INC, THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CONSULTING STRUCTURAL ENGINEER CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. JACKSONVILLE BEACH, FLORIDA 32250 (808)217-4707 THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THL RISK cckathe@gm "Lc0 OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, j' CHAPTER 12.9.4. b 7v� THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE FL P.E. 36820 SIGNATURE IN BLUE INK STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). RAISED SEAL 1'-0" NORTH #4 HORIZONTAL @ 12" O.C., EACH FACE #4 VERTICAL @ 12" O.C., --\\ EACH FACE SLOPE 24"wide x 12"deep POOL GRADE BEAM w/ 5—#5 TOP AND 5—#5 BOTTOM w/ #3 STIRRUPS @ 6"/12" O.C. PB -2 LOCATE ALL LAP SPLICES WITHIN THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 3—#4 EACH WAY ABOVE PILE 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES @ 12" O.C. AT 32'-0" LONG PILE 8'-6>, EL. +18.67' NAVD TOP OF COPING CANTILEVERED STONE /'—COPING AS PER POOL MANUFACTURER/OWNER 6" WATERLINE TILE I �t- 8" CONCRETE POOL SLAB 24' w/ 1—#4 ©' 12" O.C., LA I 1 EACH AY, TOP AND BOTTOM I PB -1 V, EL. +12.17' NAVD TOP OF PILE 3pcs #3 TIES © 3" O.C. AT TOP OF PILE 16"0 "AUGERCAST" ONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. AT 32'-0" LONG PILE EL. —20.00' NAVD BOTTOM OF PILE STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 12" CONCRETE SPA WALL w/ #4 REINFORCING @ 12" O.C. EACH FACE, EACH WAY #4 VERTICAL © 12" O.C.' #4 HORIZONTAL © 12" O.C.--/ EL. +13.50' NAVD TOP OF PILE LOCATE ALL LAP SPLICES WITHIN --J THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 3—#4 EACH WAY ABOVE PILE —J 2' -0"x2' -0"x1' -0"d PILE--/ CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES © 3" O.C. AT TOP OF PILE 16"4 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 36'-0" LONG w/ #3 TIES © 12" O.C. AT 34'-0" LONG PILE EL. —20.00' NAVD BOTTOM OF PILE PB -1 EL. +11.92' NAVD TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. AT 32'-0" LONG PILE 01L EL. —20.00' NAVD 'IFBOTTOM OF PILE 1'-0" WALL �- 1/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT EL. +18.67' NAVD TOP OF COPING 6>, 1'-6" _ BENCH Q 42'-8" 8'-6" EL. +18.17' NAVD WATER LINE POOL -H o L. +13.17' NAVD `r' BOTTOM OF POOL DEEP WELL DRAINS PROVIDE STD. 90° BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL OILEL. —20.00' NAVD BOTTOM OF PILE 1 SECTION P-4 SCALE: 3/8" = 1'-0" 8'-0" 6'-0" EL. +18.17' NAVD SPA WATER LINE 8'-7" 8'-6>, EL. +18.67' NAVD TOP OF COPING CANTILEVERED STONE COPING AS PER POOL MANUFACTURER/OWNER 6" WATERLINE TILE 2 8" CONCRETE POOL SLAB w/ 1—#4 © 12" O.C., EL. +13.67' NAVD EACH WAY, TOP AND BOTTOM OF POOL BOTTOM CTION 1'-0" WALL TILE SURFACE AT SPA OVERFLOW EL. +18.19' NAVD TOP OF SPA TILE F�EL. +18.17' NAVD l W WATER LINE #4 HORIZONTAL © 12" O.C., SPA C. EACH FACE POOL BENCH #4 VERTICAL C° © 12" O.C., EACH FACE -H 24" LAP �t- d- 24" LAP 8" CONCRETE POOL SLAB w/ #4 © 12" O.C. 00 TOP AND BOTTOM, EACH WAY co 8" CONCRE E SPA SLAB 24"wide x 16"deep w/ 1—#4 @ 12" O.C., POOL GRADE BEAM EACH WAY, CENTERED BEYOND PB -1 BEND OVER 7—#5 VERTICAL _ _ 24"wide x 16"deep REINFORCIN FROM AUGERCAST EL. +11.92' NAVD r6, POOL GRADE BEAM BEYOND CONCRETE NCHOR PILE INTO TOP OF PILE — 3—#4 EACH WAY ABOVE PILE — MONOLITHIC SPA SHELL SLAB AND 3ENCH 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES © 3" O.C. AT TOP OF PILE PROVIDE STD. 90° BENDS _ _ 16"0 "AUGERCAST" AT THE ENDS OF ALL CONCRETE ANCHOR PILE w/ GRADE BEAM #5 TOP 7-#5 x 36'-0" LONG w/ REINFORCING STEEL #3 TIES @ 12" O.C. AT 34'-0" LONG PILE EL. -20.00' NAVD_ EL. -20.00' NAVD BOTTOM OF PILE'I BOTTOM OF PILE CROSS SECTION THROUGH SPA AND OVERFLOW 2 SECTION P-4 SCALE: 3/4" = 1'-0" SOUTH 12" CONCRETE POOL WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE STUCCO FINISH AS PER POOL MANUFACTURER STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR jj"/\'lz�� BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL PB -2 EXISTING GRADE o,L EL. +12.17' NAVD \-3—#4 TOP OF PILE EACH WAY ABOVE PILE 3pcs #3 TIES © 3" O.C. \AT TOP OF PILE -2'—O"x2'—O"xl'—O"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS �- 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. AT 32'-0" LONG PILE OIL EL. —20.00' NAVD BOTTOM OF PILE 03/'01/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. BUILDING PERMIT ISSUE EL. +11.75' NAVD CHRISTOPHEf C. KATHE, INC. - EL. +11.92' NAVD TOP OF PILE - - TOP OF PILE 24"wide x 12"deep POOL - - 00 GRADE BEAM w/ 5—#5 TOP co O N N AND 7—#5 BOTTOM w/ - - E— #3 STIRRUPS © 6"/12" O.C. N co 00 , 16"0 "AUGERCAST" - - 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ I CONCRETE ANCHOR PILE w/ 7-#5 x 34'-0" LONG w/ - - 7-#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. N #3 TIES @ 12" O.C. AT 32'-0" LONG PILE N AT 32'-0" LONG PILE EL. —20.00' NAVD - - h EL. —20.00' NAVD BOTTOM OF PILE BOTTOM OF PILE 1'-0" WALL TILE SURFACE AT SPA OVERFLOW EL. +18.19' NAVD TOP OF SPA TILE F�EL. +18.17' NAVD l W WATER LINE #4 HORIZONTAL © 12" O.C., SPA C. EACH FACE POOL BENCH #4 VERTICAL C° © 12" O.C., EACH FACE -H 24" LAP �t- d- 24" LAP 8" CONCRETE POOL SLAB w/ #4 © 12" O.C. 00 TOP AND BOTTOM, EACH WAY co 8" CONCRE E SPA SLAB 24"wide x 16"deep w/ 1—#4 @ 12" O.C., POOL GRADE BEAM EACH WAY, CENTERED BEYOND PB -1 BEND OVER 7—#5 VERTICAL _ _ 24"wide x 16"deep REINFORCIN FROM AUGERCAST EL. +11.92' NAVD r6, POOL GRADE BEAM BEYOND CONCRETE NCHOR PILE INTO TOP OF PILE — 3—#4 EACH WAY ABOVE PILE — MONOLITHIC SPA SHELL SLAB AND 3ENCH 2' -0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES © 3" O.C. AT TOP OF PILE PROVIDE STD. 90° BENDS _ _ 16"0 "AUGERCAST" AT THE ENDS OF ALL CONCRETE ANCHOR PILE w/ GRADE BEAM #5 TOP 7-#5 x 36'-0" LONG w/ REINFORCING STEEL #3 TIES @ 12" O.C. AT 34'-0" LONG PILE EL. -20.00' NAVD_ EL. -20.00' NAVD BOTTOM OF PILE'I BOTTOM OF PILE CROSS SECTION THROUGH SPA AND OVERFLOW 2 SECTION P-4 SCALE: 3/4" = 1'-0" SOUTH 12" CONCRETE POOL WALL w/ #4 REINFORCING @ 12" O.C. EACH WAY, EACH FACE STUCCO FINISH AS PER POOL MANUFACTURER STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR jj"/\'lz�� BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL PB -2 EXISTING GRADE o,L EL. +12.17' NAVD \-3—#4 TOP OF PILE EACH WAY ABOVE PILE 3pcs #3 TIES © 3" O.C. \AT TOP OF PILE -2'—O"x2'—O"xl'—O"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS �- 16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7—#5 x 34'-0" LONG w/ #3 TIES © 12" O.C. AT 32'-0" LONG PILE OIL EL. —20.00' NAVD BOTTOM OF PILE Tao N rF**`IIIIIII\ W E S SCALE: 3/8" = 1'-0" 2' 4' POOL SECTIONS AND DETAILS Pm4 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. I SHEET 4 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 03/'01/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. BUILDING PERMIT ISSUE THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND[JACKSONVILLE CHRISTOPHEf C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. BEACH, FLORIDA 32250 1-0 00 co O N N 4 Q cM E— N co 00 , Q UC)LU I 0 ui CD F N — N `� W U��0� J CL U) Q W W Z w LL D W W W F U ti U �Uco<p W J � J I— c0 W¢p L7Q�WN � Q� uiELL - �0 20CD LL �tt,NW2 Z d. Tao N rF**`IIIIIII\ W E S SCALE: 3/8" = 1'-0" 2' 4' POOL SECTIONS AND DETAILS Pm4 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. I SHEET 4 OF 5 THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN 03/'01/2018 COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. BUILDING PERMIT ISSUE THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND[JACKSONVILLE CHRISTOPHEf C. KATHE, INC. CONSULTING STRUCTURAL ENGINEER CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND 420 OSCEOLA AVENUE APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. BEACH, FLORIDA 32250 THE SWIMMING POOL HAS BEEN DESIGNED NOT (808)217 07 TO INCREASE THE RISK cckatf 4gml.co OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM y EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55. CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE FL P.E. 36820 Q � 11 ,l SIGNATURE IN BLUE INK STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 626-33.005(7). 1 RAISED SEAL NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. d Sa q VIEW FROM WEST 9 El SITE LOCATION MAP VIEW FROM SOUTHEAST DRAWING INDEX: ARCHITECTURAL DRAWINGS: SHEET C= COVER SHEET S= SURVEY SHEET 1.0= FDEP SITE PLAN OVERVIEW SHEET 1.1= ENLARGED FDEP SITE PLAN SHEET 1.2= FDEP SITE SECTION SHEET 2.0= IMPERVIOUS AREA CALCULATIONS SHEET 2.1= SITE PLANS SHEET 3= FIRST FLOOR PLAN SHEET 4.0= FIRST FLOOR DIMENSION PLAN SHEET 4.1= FIRST FLOOR REFLECTED CEILING PLAN SHEET 4.2= CONCEPTUAL FOUNDATION PLAN SHEET 4.3= CONCEPTUAL SWIMMING POOL DESIGN SHEET 5= SECOND FLOOR PLAN SHEET 6.0= SECOND FLOOR DIMENSION PLAN SHEET 6.1= SECOND FLOOR REFLECTED CEILING PLAN SHEET 7= ROOF PLAN SHEET 8= COMPOSITE BUILDING ELEVATIONS SHEET 9= BUILDING ELEVATIONS SHEET 10= BUILDING ELEVATIONS SHEET 1 1= BUILDING SECTIONS SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS SHEET 14= BUILDING SECTIONS SHEET 15= BUILDING SECTIONS SHEET 17= BUILDING SECTIONS SHEET 18= BUILDING SECTIONS SHEET 19= NOTES AND DETAILS SHEET 20= WALL SECTIONS AA,BB,CC SHEET 21= WALL SECTIONS A—C SHEET 22= WALL SECTIONS D—F SHEET 23= WALL SECTIONS G—H' SHEET 24= WALL SECTIONS I SHEET 25= WALL SECTIONS J—L SHEET 26= WALL SECTIONS M-0 SHEET 27= WALL SECTIONS P—S SHEET 28= WALL SECTIONS V—T SHEET 29= WALL SECTIONS W—Y SHEET 30= WALL SECTIONS Z—KK SHEET 30.1=WALL SECTIONS SHEET 31= DOOR AND WINDOW SCHEDULES SHEET 32= EXTERIOR PERSPECTIVE VIEWS SHEET 33= EXTERIOR PERSPECTIVE VIEWS SHEET 34= INTERIOR PERSPECTIVE VIEWS SHEET 35= SITE ELECTRICAL PLAN SHEET 36= FIRST FLOOR ELECTRICAL PLAN SHEET 37= SECOND FLOOR ELECTRICAL PLAN SHEET L-1=LANDSCAPE PLAN STRUCTURAL DRAWINGS: SHEET S-1= MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN SHEET S-2= MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN SHEET S-3= FOUNDATION SCHEDULES AND NOTES SHEET S-4= FOUNDATION SECTIONS AND DETAILS SHEET S-5= FOUNDATION SECTIONS AND DETAILS SHEET S-6= FIRST LEVEL WALL REINFORCING PLAN SHEET S-7= SECOND LEVEL WALL REINFORCING PLAN SHEET S-8= 9" ICF WALL DETAILS SHEET S-9= 9" ICF LINTEL BEAM DETAILS SHEET S-10= SECOND LEVEL FLOOR FRAMING PLAN SHEET S-11= ROOF FRAMING PLAN SHEET S-15= MISCELLANEOUS ROOF DETAILS SHEET S-16= THREADED ROD SYSTEM DETAILS AND NOTES SHEET S-17= STRUCTURAL NOTES SCHEDULES AND DETAILS SHEET P-1= POOL AND SPA LAYOUT PLAN SHEET P-2= POOL AND SPA LAYOUT PLAN AND SECTIONS SHEET P-3= POOL SECTIONS AND DETAILS SHEET P-4= POOL SECTIONS AND DETAILS SHEET P-5= POOL SECTIONS AND DETAILS GENERAL PROJECT NOTES: THE ATTACHED DRAWINGS DESCRIBE THE PROPOSED CONSTRUCTION OF A NEW SINGLE FAMILY RESIDENCE IN ATLANTIC BEACH, FLORIDA. THE BUILDING DESIGN AS DESCRIBED HEREIN IS INTENDED TO BE COMPLIANT WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE, RESIDENTIAL— 2014 EDITION (FBC), THE 2011 EDITION OF THE NATIONAL ELECTRIC CODE, THE 2010 EDITION OF THE NEPA 101 LIFE SAFETY CODE, THE 2014 FLORIDA FIRE PREVENTION CODE, AND ALL PERTINENT ZONING REGULATIONS OF THE CITY OF �Q ATLANTIC BEACH, FLORIDA. ALL REQUIREMENTS OF THESE CODES, WHETHER REFERENCED HEREIN OR NOT, MUST BE OBSERVED THROUGHOUT THE CONSTRUCTION PROCESS. �o Ww D.E.P. CERTIFICATION: THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH STANDARDS ESTABLISHED IN SECTION 62B-33.008 OF THE FLORIDA ADMINISTRATIVE CODE. D.E.P. ALL SHORE PARALLEL HORIZONTAL STRUCTURAL ELEMENTS REST AT ELEVATIONS AT OR W ABOVE THE CALCULATED CREST OF THE WAVE DURING A 100 YEAR STORM EVENT DETERMINED TO BE 16.4' NAVD'88, LISTED AS 17.5' NGVD'29 PER FLDEP DUVAL MONUMENT R048. w N¢ �H ZONING INFORMATION: THE BUILDING DESCRIBED HEREIN IS A SINGLE FAMILY RESIDENCE TO BE CONSTRUCTED AT 1249 BEACH AVENUE ON LOTS 4, 5 AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THOSE LANDS LYING EASTERLY OF SAID LOTS 4,5 AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH LINE OF SAID LOT 4 TO THE EROSION CONTROL LINE. THE PROPERTY IS ZONED "RS -1". TWO STRUCTURES CURRENTLY EXIST ON THE PROPERTY, A MAIN HOUSE AND DETACHED C'n W GARAGE COTTAGE. THE EXISTING GARAGE COTTAGE IS TO REMAIN. THE EXISTING MAIN HOUSE IS TO BE REMOVED AND REPLACED Q WITH A NEW ONE ALONG WITH A NEW SWIMMING POOL. ALL SETBACK REQUIREMENTS ARE TO BE MET OR EXCEEDED. THE COTTAGE rx ENCLOSES LESS THAN 75% OF THE HEATED AREA OF THE MAIN HOUSE AND IS SEPARATED FROM THE HEATED AREA OF THE MAIN N HOUSE BY MORE THAN 20 FEET. THE MAXIMUM HEIGHT OF THE MAIN BUILDING IS LESS THAN 35' AS MEASURED FROM THE TOP r, OF ITS ROOF TO THE EXISTING AVERAGE GRADE, CALCULATED ON THE SURVEY SHEET "S" AS 16.22 NAVD 1988. THE EXISTING SITE IS COVERED BY BUILDINGS, DRIVEWAYS AND WALKS THAT AMOUNT TO A TOTAL IMPERVIOUS AREA OF 11,649 SF OR 65.9% OF THE TOTAL 17,678 SF SITE. THE PROPOSED NEW COVERAGE WILL REDUCE THE IMPERVIOUS AREA TO 11,473 SF OR 64.90% OF THE PROPERTY. SEE SHEET 2.0 FOR DETAIL. BECAUSE THE PROPOSED DEVELOPMENT IS DECREASING THE EXISTING IMPERVIOUS AREA NO NEW ONSITE STORMWATER RETENTION IS REQUIRED BY THE CITY OF ATLANTIC BEACH. EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED EXCEPT THAT NEW A SWIMMING POOL WILL REPLACE AN EXISTING CONCRETE PATIO AND DRAINAGE WILL BE DIRECTED TO SWALES AND DRY WELLS TO THE NORTH AND SOUTH OF THE POOL. ALL IS INTENDED TO PREVENT SURFACE STORMWATER FROM PASSING OVER TOP OF EXISTING BULKHEAD TOWARDS THE BEACH. a BUILDING INFORMATION: THE PROPOSED BUILDING OCCUPANCY IS SINGLE FAMILY RESIDENTIAL, GROUP R-3. # d P .n. THE PROPOSED CONSTRUCTION TYPE IS HERE CONSIDERED TYPE V—B WITHIN TWO STORIES THE BUILDING STRUCTURE WILL GENERALLY CONSIST OF PREFABRICATED WOOD ROOF TRUSSES WITH SOME CONVENTIONAL WOOD ROOF FRAMING OVER INSULATED CONCRETE (ICF) WALLS SUPPORTING INTERIOR WOOD FLOOR TRUSSES. ALL STRUCTURE WILL BE 3a SUPPORTED BY A CONCRETE SLAB AND PILE FOUNDATION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL DETAIL. THE HOUSE IS TO BE CONSIDERED AN ENCLOSED STRUCTURE WITH OPENING PROTECTION PROVIDED BY IMPACT RATED EXTERIOR DOORS AND WINDOWS. MAIN HOUSE BUILDING TABULATIONS: PROPOSED ENCLOSED CONDITIONED AREA: FIRST FLOOR = 2064 GSF SECOND FLOOR = 2483 GSF TOTAL= 4547 GSF PROPOSED COVERED PORCH AREA: FIRST FLOOR= 994 SF SECOND FLOOR= 462 SF TOTAL= 1456 SF PROPOSED CONDITIONED VOLUME FOR BLOWER DOOR TEST: FIRST FLOOR NET AREA=1891 NSF X12.66' VERTICAL= 23,940 CFT INCLUDING FLOOR CAVITY ABOVE SECOND FLOOR NET AREA=2307 NSF X9.33' VERTICAL= 21,542 CFT ATTIC NET CONDITIONED VOLUME= 9760 CFT TOTAL CONDITIONED VOLUME= 55,242 CFT DRAWING INDEX: ARCHITECTURAL DRAWINGS: SHEET C= COVER SHEET S= SURVEY SHEET 1.0= FDEP SITE PLAN OVERVIEW SHEET 1.1= ENLARGED FDEP SITE PLAN SHEET 1.2= FDEP SITE SECTION SHEET 2.0= IMPERVIOUS AREA CALCULATIONS SHEET 2.1= SITE PLANS SHEET 3= FIRST FLOOR PLAN SHEET 4.0= FIRST FLOOR DIMENSION PLAN SHEET 4.1= FIRST FLOOR REFLECTED CEILING PLAN SHEET 4.2= CONCEPTUAL FOUNDATION PLAN SHEET 4.3= CONCEPTUAL SWIMMING POOL DESIGN SHEET 5= SECOND FLOOR PLAN SHEET 6.0= SECOND FLOOR DIMENSION PLAN SHEET 6.1= SECOND FLOOR REFLECTED CEILING PLAN SHEET 7= ROOF PLAN SHEET 8= COMPOSITE BUILDING ELEVATIONS SHEET 9= BUILDING ELEVATIONS SHEET 10= BUILDING ELEVATIONS SHEET 1 1= BUILDING SECTIONS SHEET 12= BUILDING SECTIONS SHEET 13= BUILDING SECTIONS SHEET 14= BUILDING SECTIONS SHEET 15= BUILDING SECTIONS SHEET 17= BUILDING SECTIONS SHEET 18= BUILDING SECTIONS SHEET 19= NOTES AND DETAILS SHEET 20= WALL SECTIONS AA,BB,CC SHEET 21= WALL SECTIONS A—C SHEET 22= WALL SECTIONS D—F SHEET 23= WALL SECTIONS G—H' SHEET 24= WALL SECTIONS I SHEET 25= WALL SECTIONS J—L SHEET 26= WALL SECTIONS M-0 SHEET 27= WALL SECTIONS P—S SHEET 28= WALL SECTIONS V—T SHEET 29= WALL SECTIONS W—Y SHEET 30= WALL SECTIONS Z—KK SHEET 30.1=WALL SECTIONS SHEET 31= DOOR AND WINDOW SCHEDULES SHEET 32= EXTERIOR PERSPECTIVE VIEWS SHEET 33= EXTERIOR PERSPECTIVE VIEWS SHEET 34= INTERIOR PERSPECTIVE VIEWS SHEET 35= SITE ELECTRICAL PLAN SHEET 36= FIRST FLOOR ELECTRICAL PLAN SHEET 37= SECOND FLOOR ELECTRICAL PLAN SHEET L-1=LANDSCAPE PLAN STRUCTURAL DRAWINGS: SHEET S-1= MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN SHEET S-2= MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN SHEET S-3= FOUNDATION SCHEDULES AND NOTES SHEET S-4= FOUNDATION SECTIONS AND DETAILS SHEET S-5= FOUNDATION SECTIONS AND DETAILS SHEET S-6= FIRST LEVEL WALL REINFORCING PLAN SHEET S-7= SECOND LEVEL WALL REINFORCING PLAN SHEET S-8= 9" ICF WALL DETAILS SHEET S-9= 9" ICF LINTEL BEAM DETAILS SHEET S-10= SECOND LEVEL FLOOR FRAMING PLAN SHEET S-11= ROOF FRAMING PLAN SHEET S-15= MISCELLANEOUS ROOF DETAILS SHEET S-16= THREADED ROD SYSTEM DETAILS AND NOTES SHEET S-17= STRUCTURAL NOTES SCHEDULES AND DETAILS SHEET P-1= POOL AND SPA LAYOUT PLAN SHEET P-2= POOL AND SPA LAYOUT PLAN AND SECTIONS SHEET P-3= POOL SECTIONS AND DETAILS SHEET P-4= POOL SECTIONS AND DETAILS SHEET P-5= POOL SECTIONS AND DETAILS w 110 �O W`pF.,QN �Q w �o Ww QU Uw w W a w N¢ �H C'n W Q Q Q rx N w C) �Q w �o Ww QU Uw w W a w N¢ �H PERMIT ISSUE COVER 10-13-17 zL12-12-17 03-16-18 V J • ARCH11:&CT AR -001038? 3 k r SCALE: i" = 30' NO TES: 1. THiS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LINE BETWEEN DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS 72-81-A19 AND 72-81-A20 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS OBSERVATIONS 3. THE CURRENT COASTAL CONSTRUCT70N CONTROL LINE iS RECORDED IN MAP BOOK C, PAGES 72 ROUGH 72H, DUVAL COUNTY, RECORDED JULY 21, 1992. 4. MEAN HiGH WATER LINE (MHW) DETERMINED USiNG EXTENDED DATUM FOR TIDE STA TION 872-0291 (JACKSONVILLE BEACH, MHW = 2.10 (NA VD 1988), TIDE RANGE = 5.07). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(o)2: "Seasonal high -wafer line" means the line formed by the intersection of the rising shore and the elevation of 150 percent of the local mean tidal range above local mean high water. MHW ELEV. f (1.5 X TIDAL RANGE )= SHWL 2.10 t (1.5X5.07)= 9.7(NA VD 198) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD 1983 DATUM USING CORPSCON 6.0.1. 7. BENCH MARKS AS SHOWN HEREON WE -RE ESTABLISHED BY GPS OBSER VA TiONS IN N. A. V. D. 1988 DATUM. 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 598 OF ThE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY, 9. THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS DEMO 'Y BOENEKE. 10. GPS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWARE. 11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LEGEND V IRRIGATION CONTROL VALVE c� POWER POLE X WATER VALW FOUND 5/8" REBAR, L85488 t82,946. NO8THING=2. EASTING= 530,972 x13.3rn 4k 3 3yv1 a) r 00 4k, 46 _ .b U X13.5 1 � 1 c 0> 1 � -v r� C 13. 13.7 .1 ic-A FOUND 11,2" IRON PIPE, NO C2P82 871.4 EA5TiNG-_ 530,977.9 NORTN THE PROPERTY SHOWN HEREON APP ARS TO LIE iN FLOOD ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAIN), "AO" (EL 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP PANEL No. 1 031 CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BYt I FILE: 2017-1600 I LDRAWN BY. CL REF: 2016-0186; 2016-0017; 2017-0805 D.E.P. MONUMENT No. 72-81—A19 NORTHING = 2,183, 631.5 EAS77MG = 374,888.1 n 12TVA ST 40' RIGHT ANGLE P01NT OPPOSITE R-49 BOATWRIGHT LAND SURVEYORS, Inc. MAP SHOWING SURVEY OF LOTS 4, 5, AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, 5, AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LiNE OF SAID LOT 6 AND THE SOUTH LINE SAID LOT 4 TO THE EROSION CONTROL LINE, D.E.P. MONUMENT No. 72-81—A20 NORTHING = 2,181,553.5 EASTING = J75,084. 0 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, SURVEY OF EXISTING SITE CONDITIONS D.E.P. UPDATE — NOVEMBER 20, 2017 CALCULATED AVERAGE GRADE — JULY 7, 2017 ADDITIONAL LOCATION — MARCH 28, 2016 FLORIDA 241-8550 X Q,8 THIS THIS SURVEY WAS MADE FOR THE BENEFIT OF DEMOR Y BOENEKE. DONN W. BOATWRIGHT, R.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 31672 1 DATE: FEBRUARY 29, 2016 1I SHEET 1 4F 1 w 00 o Q �Q W �Do Ww ¢U U W W W Ga � 0 civ O W W � w o Q �Q W �Do Ww ¢U U W W W Ga � H � civ O Q N W CJD' E S 15' 30' 60 SURVEY S 10-10-17 12-01-17 .-LC). ,TAMES i DUpI-";_ _. . ARCHITECT AR-DOT0382 « ' i '. N oC cY,�No N , SOT YY FRAU P o U O W OC ..� °E, OENC No. 1257 y` F --i O [W.i N Q N 200.00 NCRE .. 150.7 FROM CCCL TO EDGE OF EXISTING FIRST AND SECOND FLOOR COVERED PORCH POST w u „0 11V 51p,* ,R 814, 1, t *tea•.+ _ _ 143.3 FROM CCCL TO EDGE OF EXISTING SECOND FLOOR ENCLOSURE WALL *+#�� t�gy �W Q WZC��N W W � ,iVw."1`"'"".""Z la sS ws i ,).,.,. .114 5 NGi .�`,�'� T Er� }F e �' i '!I ,X' .,; a , Y ., 132.7 FROM CCCL TO EDGE OF giR",�„° � '� � ,i" •. 4-r31 ?i P� 866,: � � /'1 Icy W Q l _ a EXISTING FIRST FLOOR - - ENCLOSURE WALL -- ENCI71 Q W 4 - . 200.00 •.,>e^«..«+.-m.,r-..-.m«-.,.,....,,,.,.... .rs ate'.- F v° »<.. g r rT z F C ! . $ PA R� 500 [%"e. P g f ( 1 ply STORl If -P, ME , .e ...... .r e..... ' ESE D N 4,..d'' 2e. f #7249 ;. 23 t s °Fvt « �" r 'd S P y t } 00...,< ' ...-.. "^'" n :,...,. ,>O r. *5 6.. . w„•,3� b�.-v�.«`418.22 :: ..`� �.�+�F�yg+ ,�e* ";. .' �'.d 4 ,,,».+•w,.,.e.-...w.,+.,.P,.,. ,,.....;,... 'i ,F'W, ..,.,n - ,:.., .,..,,...s.,, ,-,,,.+ ,,....-,o-.. y -,> .. ..:,.,,ar.n y.. ct '«,+w. j .. ,7J f S +.. < ' s S r n F ,r LOT 5 rq gg Yw14 ��}} w W. REDq}j �` £ S r .. $ : } . r , . "0. t: . ✓ , a ,. nC :^... ...:r d p I 4 S i . is { . g ., a , . ,. # '"✓t fir. { ,.x... f }.:b .: . y 3 i r ✓' , E x x qi r ...-. .r• r $ .., t: ,y, R'`. r. } $ 9 z , j { •rr.F yA..{1 v. 9 f-, q`ypMq�jj "L:d '. ¢�j} F Y'i VER -5,: a'; 'R ,»...`$ y� $�+ `, s ,r . r„. •.y_0. $, . .... 13,4 • a i t ,, CRETE rr �� y p #g g f : try 3¢{ 9{ i 6 i + t ¢ '"* 01 Sw 1` � `� p''' £ " " E )0,00 � 0 yg q . i w' }{§(y ' ?' Y r ,. x.,t" . ..8 G.,. :,«r.,.+.^4%a'rw.:".,. <». -.....r.: .*.vw.w,...+e.�«,,.. M .+:m.+ a:...,;'.,,.�w.....�...ra.,eY.,�w.,a++..+.. ,,..»., y } ^ �,A ? , .. ,._. -:9.'et ..,. $ n ..-. r,.r .#- LO y w h Y LOT Y .^"y. .... t' a �.. L,. a~-:m-�».+»•.+r,er.. S. erd .' , n f + rY j j 4 , ry w �. �`""•'*«. ..h. ., ,r w > ,:� . < r s x , .: � .. , + w, v., ,.,... ,r.^*; ..... C , ,rte., .;,•+. ,...,;...i ,. r.'� .+¢•,..e� �. : is ,..., �..+w. ,. ?� / � a +.. v..,^' <. ,•x< i..A .. `..� "T +. d `"°%... `. ::. '^n«..... . Y a - ' eR 5 ,.: �-' v.«. ,� � : .. d� '4.. �.. 'i ° M `...v' Yagy _..yy.. 9, b ' .,,3, a �f%JI^+y� p#gy 6 w. � �S ' „i � +.,. � L $ s (j � +f^ ,�. xi`''�o-.,. g { dl -. 3 x• ,' Kn fx: ,;± rP yurr ..h . a.=` w A S [• r.. {{ w' m w _.:m+„'s" A.:' iw^"' _ . 's. .. ve^'•:. .:. FA• : .ar ^,,.ww Aqt+Y* S , 'a.. r. } s ¢."+w 00 5 t, w n a y 1, jgj I@ r e{ I m z 133.5 FROM CCCL TO EDGE OF EXISTING FIRST FLOOR ENCLOSURE WALL �� i I - _ y # SOUND 112 0�U �: m �. k 'ww"'e 4. - -- - -- ---- _ _ PIPS 8 PIPE, MCI dip N0R'TK'VG 71. I 151.8 FROM CCCL j( 5 , > J "SAt= 5.30$ 9 U _ _ TO EDGE OF EXISTING FIRST AND SECOND FLOOR COVERED PORCH POST } v U 144.2 FROM CCCL TO EDGE OF EXISTING SECOND FLOOR ENCLOSURE WALL Q �I W TWO LOT Y z ^y c FI , ri W U yy,,ayg , a { STORY` FRA kfw` �. R G ,*$ry ;fig, TMs{ ' m „ 200,00' r W ..,w,..,_. ., ,-,.,,t+»..:,*m>�*:.,. ��`.., .,w.... ...,. ..... ., ,. ....:.. a....,._. ..,..,,...«.w...:..+.,.....«w,..+»y,,,.,...«,..,,.,»..«„+...w..-,...... ,.., .....>..h,..,•,.w-+,w.. ..+.,.Pr«......................-,rr>.v.....,«. M v g EXISTING SURVEY WITH KEY DISTANCES NOTED�T�'CIA W H s, 194.8' FROM CCCL TO EAST EDGE OF NORTH CONCRETE STEPS TO BEACH -- -- -- o _ 190.1' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AT BACK OF BULKHEAD _ 190.1' FROM CCCL TO EAST EDGE OF 4' HIGH ALUMINUM PICKET FENCE AND POOL DECK AT BACK OF BULK -- - - - _ _ HEAD 164.5 FROM CCCL TO EAST - - 1 _ EDGE OF 4' HIGH WOOD BOARD FENCE -' - 150.7 FROM CCCL TO EAST EDGE _ _ _ OF PROPOSED FIRST AND SECOND FLOOR PORCH POST U _ - 137.4' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND FLOOR BUILDING ENCLOSURE WALL �* W 8,, U _ _ 137.3 FROM CCCL TO EAST EDGE OF 6' HIGH WOOD BOARD _ FENCE 64.8' FROM - - -- _ J t j;s p 'g j? F i f a`.�+i,,' B MJ" 0 CCCL TO FRONT OF PROPOSED HOUSE " _ _ - -' - - 'fig... ...- �' - ' li :gam �� ,.�»�' a +, a a � dy ,} is 74.5' FROM PROPERTY CORNER TO HOUSE FRONT ,�I �r _ F31 - ,.PLANTING PLA TINGPLAN11N0 .." PLANTING T I HVAC Hvnc t f , " ... ... TOOP 1RASH '.A10Vk7t GRAVEL PLANTING .. ..... , 1 - - 13.3 1 , 27 0 5 ,fit+ .. A ; r .. W E I� -.,_. PLANTING-�..,. NC CAIN i " H SE �,.. a I I I II � .» _. -', ' _. , ' ' :.. ..,.. .... 1 '', '• ' + 4 , `..,,' � ;•t � t t� r-.,. ..._. �y,.. 4; <•.,,. 4 ) { X 1•`. w; a"xy € k ,k i. x PLANTING LLj ."..: .:..`... r f • C PORCH v ar A-114 E ' 5 _ PLANTING -� _' ... ._.,..... _.._ ... _:.__ _..,. --: �_. 4 - �.g __. „/. 1r ,?r j,/ :,: ,. mil /r /." .. .. ... '., r z, , t., , t , „ � yT• F, ,..... !� PORCH, .. a.., _ PCR , H , : PORCH r { EXISTING - - .. GUEST HOUSE PLANTING TO REMAIN . 2_1 Z;ZT , __ ., �.'>•. ,� ;,,, ). 2 t , t � 4 t i s FDEP SITE 7 15 I � r a 4 r , g PLAN ter, FIRE - - PIT N LAWN _-- I I ura 00 I i r � k , k§ 4 t *} b OVERVIEW ' I PLANTING PLANTING EXISTING LOWER TERRACE Y *s ? �� F UIRONhqom PLAN NG 138.2 FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR BUILDING TO REMAIN i P{' } y $ t Y 83 1,00T �' � � � .M��1,82,8'� 1. ' ENCLOSURE WALL _ _ _ U 151.7' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH { � _� � � �`�� '� Mme., _ - `- I `? PtPE, 6 4,5 to I I NOTES: } U - -= 174.4' FROM CCCL TO EAST EDGE OF SPA I I 1 . THESE I I STANDARDS DESIGN DRAWINGS ESTABLISHED ARE IN COMPLIANCE IN SECTION 6213-33 WITH OF 10-10-17 191_5' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AND POOL DECK AT BACK OF BULKHEAD - _ _ THE FLORIDA ADMINISTRATIVE CODE; 12-01-17 _ _ 192.0' FROM CCCL TO EAST EDGE OF 4' HIGHALUMINUM UMINUM PICKET FENCE 2 . ALL ELEVATIONS REFER TO DATUM N AV D 1988 - - - - _ - 196.3' FROM CCCL TO EAST EDGE OF SOUTH CONCRETE STEPS TO BEACH _ F LOT 2 - - - MES W3O E'1r'�' TOIR y ARCHITECT PROPOSED S11 E PLAN WITH KEY DISTANCES NOTED - AR -0010382 a. 64.8' FROM CCCL TO FRONT OF PROPOSED HOUSE �.nr — — — CRE .,._r Lu.12h IRON 74.5' FROM PROPERTY CORNER TO HOUSE FRONT intPIF U�", i CONCRETE DRIVEWAY TO MODIFIED AND COVERED WITH NEW FENCE TRANSITION FENCE TRANSITION WHITE WOOD FENCE TO CONTAIN PT 6X6 POSTS T ASSIST IN COLLECTION OF STORMWATER PROVIDE 12X12 CATCH BASIN RIALS HERE CONSIDERED TONE TILE WITH BRICK PAVER INSET gp 'p 6' FENCE BURIED MIN 4' AT MAX fi CENTERS NEW 4 HIGH WHITE ALUMINUM PICKET FENCE WITH 3 STONE TIL VER 2 THICK FRANGIBLE NEW 4' IGH WHITE BOARD FENCE I PI ED TO DRY WELL 6" BELOW SURFACE OF PLANTING AREA TO CONSIST OF " 4' FENCE PROPERTY LINE NEW 6' WHITE BOARD FENCE WfTH 3' POOL ENCLOSURE GATE POOL ENCLOSURE GATE. STEP FENCE AS REQUIRED WITH A PROX 3'X3'X6' OF GRAVEL WRAPPED IN GEOTEXTILE FABRIC" CONCRETE WAL A SLOPING GRADE. LIMIT FENCE HT TO MAX 5' AT STEPS BRICKPRECAST CAPS CAPS OVER I +15'- "-4'-3" DrRY E LINEAR POOL DECK DRAIN AT BACKSIDE OF BULKHEAD TO 16'- � 16 `f��./-�-� �-'��"�-� -1;.16.x-�-�`.��. �-�-moi-�� + ✓��-► ..may DIVERT STORMWATER TO NORTHERN DRY WELL 4' HIGH WHITE BOARD FENCE WHITE 5' WOOD GATE AND FENCE — - - — --4t - .f�lv �i �i� . PLANTING P LA N TI N 15 -7p, +16'- 16'-? G - - - - PLANTING +16 - GRAVEL "I 4' HIGH AUTOMATIC FENCE GATE __I ELEVATED CURVED PLANTER WALL "" STONE TILE VENEER AT i�i _+ +11'-3" TOOP 1i A SHOWER PO T HVAC -- -_, HVAC+16'- - 14,- jr�I,g1 PLANTING DRY;WE ^ BD FENCE 18'- ❑ POOL WALL - WITH BRICK VENEER AND STONE CAP _ n y -7 2 ,g -8'-0" - ria _ .I - — 1 __- _— - -��- -=� --- - '; STONE TILE AT STEPS + I I / _ ///// /j%/j///j%/ 11 CONCRETE STEPS WITH POWDER + 18 - 10 F //jai //% // / // // _./ '� COATED ALUMINUM RAILING TO MIMIC. �, .,.:;.,_; ! '4!._ . r.: 4�._/-moi 't „ (� ,,i - �;// /// // / / + 1 5 - 1 _: - - sh : , / r% %/ j/r/;�:% / " . ,.- BUT REPLACE EXISTING 1 6 a �_�1 . A z i a_ Z + 1 9 1- /r// / rrr /rr — �._� � _ 72.7A- 114 .. .. _ .. • r/ / i % ' �% : , POOL DECK TO CONSIST OF STONE I � I - _ � - � i ,I a T�> •% // / j// ////, // / TILE SET OVER 4" THICK FRANGIBLE �- I _. .. _ ,. / /, I � i/,,/!i. i , %' . � / f, SAWCUT CONCRETE SLAB OVER +15- --�--- ---� �_ w ""! '- — "° i`LINEAR DECK DRAIN:. TO /� � /// /� j /i i�-__///r/ U COMPACTED FILL. DECK SLOPED TO —�`'� + 16 — tARc cLAR c N — III ® // r CAPTURE SURFACE // / /r / ( / ¢ POOL DRAINS TO CONVEY WATER TO PLANTING ENE :' T I I / / / / +16'- URN BRICK PIER ! I%. �� .: -r I — ISTORMWAT€- APID /j/j/�%//��j/� / / i_ DRY WELLS AT PLANTERS 5 BD FENCE i I , ^..,. ; n ., . " .: ,,„ - �,'—. I I "" I I I I H q O S E �;' .. ,-,, __° - r CONVEY TO DRY WELLS UJ -ArAT PLANTERS / . / // // I. - EL 0 - II 11:41 fly WITH GATE EXISTING DRIVEWAY 1' APRON TO REMAIN o 82 8 71.4 �o 530,977.9 i �U Uw I w Wa � ca N PROPERTY LINE 4' HIGH WHITE WOOD BOARD FENCE WITH GATE EXISTING DRIVEWAY APRON TO REMAIN o 82 8 71.4 �o 530,977.9 Ww CONSISTING OF APPROX. JF EXISTING GUEST HOUSE PORCH PIER - I I + 19 3'X3'X6'-GRA-VEL, DS / TO SUPPORT NEW POOL ENCLOSURE PLANTING J E �. FENCE WRAPPED IN GOTEXTILE I / � / PIN tF .: 19' - 0" — I + 1 - >, 0, - + ,1_ .. / ,/ . // I WHITE 4 HIGH BOARD FENCE WITH BLUE 4 FINIALS E� V Y // U ARD FENCE POOL ENCLOSURE GATE .� ON BRICK PIE Ii ORC PFAM// POO/ +17 3 4 ! / r i17 /// //j/r /✓j r: !//r LIL NEW POOL WALL 4' MIN ABOVE LOWER PLANTING _ _ ,. _ _ _ — / // // / j / i {/ TERRACE WALKING SURFACE TO ACT AS / /// ' - -.. -I' "_ I r %//jj// j // j/ / // /// r I M POOL ENCLOSURE. 46e „ — _ b.� �^ ice-► comnm�n PLANTING NEW POOL WALL SET AT BACKSIDE OF a° I -4 ' - 0 - III! ILII III - , � I I I � *;;, EXISTING BULKHEAD WALL TO REMAIN , ► E X I STI N _ � ��: e ! / ..: - ..� .III ul s:: �/ // /r it / �/ ,• � I STONE TILE AT STEPS ✓//i// // /// / //"; I GUEST H 0 U S Esq' �'" NEW FRANGIBLE WALKWAY AND UNDISTURBED EXCEPT FOR DECORATIVE __... TON Tl ;, F _ _ _ _ GE / j// j/ CAP TO BRING BULKHEAD HEIGHT TERRACE EXTENSION AS STONE I T REMAIN � PLANTING � BRIGK PIER _ �/ //// / i/%//%! / i , //j%/ ;_ LEVEL WITH POOL ENCLOSURE WALL. I ' I 0 I \ E MAIN �, i �J �-► � TILE SET OVER FRANGIBLE 2' PLA TING � I DRY WELL ��'/�/�� . /� j!%//j%//j% /% . �� • �%!!% -- qA r7/ // I THICK SAWCUT CONCRETE. SEE I ✓! / ,fir/,'. WALLS FLANKING 4 HIGH ALUMINUM FENCE DETAIL 1 P-5 - _ I ,y/ .. , . , 1 6'- 3/4" _ - i AND GATE STAND MIN. 4' ABOVE WALKING I — +16 - 1 I $TON TILE AlSTEPS FACE AS POOL ENCLOSURE I P-5 - _.,- - — — — — IN m + 16' I . ; �, ,,- I THIN CUT BRICKFVENEER UNDER STONE -3" „ PROPOSED CONTOUR LINES `+16 - +16'- "-2'-6'° -� "-2 -6 +1 '- 2 -C = COPING bkP-AT THIS POOL WALL -4'-' 3 - — - - - DATUM AND DISTANCE FROM - TOP OF FIRST FLOOR _ — — — — 6 MINOR FILL TO EXPAND CONCRETE SLAB L, LEVEL LAW AREA BUT -T * .. , - ..N"R r : CONCRETE STEPS WITH ALUMINUM '- '- +16'- "-2'-9" RAILING TO MIMIC BUT REPLACE EXISTING DRAINAGE PATTERN FIRE ., .I F P 1 I + 1 6' - -3'-A" EXISTING. MAINTAINED. � , �� , *� +14 - "-5 -3" LINEAR POOL DECK DRAIN AT BACKSIDE . WATER JAR WATER JAR OF BULKHEAD TO DIVERT STORMWATER OBELI$ �J FOUNTAIN LAWN THROUGH WALL TO SOUTHERN SWALE T1 + 16 - " FOUNTAIN I .- >, +16'- "-3'-3" 13>_�_5,-9' I, 4' HIGH WHITE POWDER COATED � I T; - FIRE PR AS POURED CONCRETE RING WITH STONE TOP FRANGIBLE ONRY WALL WITH THIN CUT BRICK VENEER AND „ „ ALUMINUM PICKET FENCE TO ACT AS, STONE TILE TO REFLECT POOL WALL, WILL ACT IN PART AS +15 - -4 -3 �- u?-; SURROUNDING GAS FIRE RING BURIED IN BED F PORCELAIN _ GUARD TO UPPER YARD I - _ - R POOL ENCLOSURE AND GUARD TO UPPER YARD. E X (S TIN G L0 VV E PLANTING _ STONES. INSTALL LIGHT SHIELD DURING TURTLE SEASON. -3'- PLANTING `. 15'- -4'-3" +1 - _ 7» +15'- -4'-3„ „ SWALE TO COLLECT STORMWATER RUNOFF FOR PERCOLATION I +� TERRACE PR PERTY LINE +1�-5'-0” PLANTING THROUGH SANDY SOIL TO REMAIN 4' HIGH WHITE WOOD BOARD FENCE ALONG SOUTH PROPERTY LINE PROVIDE 4' HIGH WH ffE WEER COATED 18" HIGH BRICK VENEER BENCH WITH STONE CAP FLAKED BY PROPERTY LI ALONG SOUTH PROPERTY LINE PROVIDE 4' IGH WHITE POWDER COATED ALUMINUM PICKET F CE TO ACT AS POOL EXISTING BULKHEAD WALL TO REMAIN' WITH POOL ENCLOSURE GATE ALUMINUM PICKET FENCE TO ACT AS POOL ENCLOSURE 2 : k. ,. a 42" HIGH CERAMIC OR CAST STONE SELF-CONTAINED fOUNTAINS J€,. " FP2 ST ENCLOSURE. MAY BE OMITTED WHERE EXIST G STONE WALL EFFECTIVELY ACTS AS 4' HIGH P L ENCLOSURE. UNDISTURBED _ 1,2 WITH RECOVERY BASINS RECESSED INTO STONE PEDESTALS �h 138.2 FROM CCCL TO EDGE OF PROPOSED FIRST AND SECONDFLOOR BUILDING EN - - - - ----- _ _ _ _ _ _ _ _ CLOSURE WALL" CONCRE NOTE: 1�HESE DESIGN DRAWI GS ARE IN C❑IPLI NCE WITH STANDARDS :' a.r..,: $nNd $--2' ak,.ayrr' '�5 s 151.7' FROM - - - - - - ESTABLISHED IN SECTI❑N 6 B-33 ❑E THE I L❑RIDA ADMINISTRATIVE CODE, M T — _ _0 _ OF PROPOSED FIRS AND SECOND FLOOR PORCH POST — — — — — — — — — — 174.4' FROM CCCL TO EAST EDGE OF SP II — A c I I 1c) 191.5' FROM CCCL TO EAST -- -- -- -- I _ _ _ _ EDGE F PROPOSED POOL WALL AND POOL DECK AT BACK OF BULKHEAD ,r — EAD — 92.0 FROM � CCCL 0 EAST EDGE OF 4' HIGH ALUMINUM PICK — — _ — ET FENCE — I 196 FROM _ — CCCL TO EAST EDGE OF SOUTH CONCRETE S d TEP$ TO BEACH w o �o w Ww �U Uw w Wa � ca N Q W �a O w l: s 4' 8' 16 ENLARGED FDEP SITE PLAN WITH GRADIN 1.1 10-10-17 12-01-17 J DUPR,EE III 3AR HITECT ,�/ Af ` 38,d I 196.3' FROM CCCL TO EASTERN EDGE OF CONCRETE STEPS TO BEACHoc - - - - - - 190.1' FROM CCCL TO EAST EDGE OF PROPOSED POOL WALL AND 4' ALUMINUM FENCE AT BACK OF BULKHEAD N M 174.4' FROM CCCL TO EAST EDGE OF SPA O W N U - - - - - - - - - - - - - - - - 164.5' FROM CCCL TO EAST EDGE OF 4' HIGH WOOD BOARD FENCE - I U - - - 150.7' FROM CCCL TO EAST EDGE OF PROPOSED FIRST AND SECOND FLOOR PORCH POST W u - - - - - 137.4' FROM CCCL TO EDGE OF PROPOSED FIRST AND SECOND FLOOR BUILDING ENCLOSURE WALL 137.3' FROM CCCL TO EAST EDGE OF 6' HIGH WOOD BOARD FENCE I I I I I �D W W N 64.8' FROM CCCL TO FRONT OF PROPOSED HOUSE I I I W I 1 Q U Q O IZ N60.0' --_ — --------------------------- ------ -------- --- I — — -- ---- —----- NAND 6D-D, - ---- ___ ._ __. NAND Clio JfNE-�_USE — +50 2 -� � _[a,+5CC-2- 1 2 - __ — --- — --- I I -- ----- — _ _- ------ -- ---- -- --- - _ _ _ --- 1 --- 45.0'--------- -------------------- - --- ----- - 1�--�l - - ----- 1-I - - -- ---- --- — - - - - - - - - - - ��- — - - - - - - - - - - - WI I _ — _ -. �.__ — wi _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- N V _ _. -.- _-_-_ -- - ---- I 1 i - 3� - - ___._ ____.. __.. _._,__.... ...-------- - _____. NAND -3 3/4 ---- ___ - - - - - - - 1 1 t NAM--_ — � __—__ ---- -- - QT ----------_--------------- - - .. --- _ _-_ _ ___ Q _ — - . _ --- -- - -- - - - - --- ---- J - _— - ---- - - - _ W EXISTING GUEST HOUSE HO �1� T1 __------.. -- J O 30.0 - NAVD _ _ _ - _ _177 _ _ _ i' ii --- _ .., ---------1= 1 - I mi 1��: I I - - - - 3/4„ -_._-___ _._- ____ ___ ___.___.___ - - - - - - - - - - - - NAVD — - --- 1 _ _ - __ - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ — 1 U - - �11 iriii ---- - _: _— V NA D_— __ _ - - - Z W - - - - .. - -_--- __ _ I 1 1 I I NEW _.. POOL --- - - --_ W. 15.0-_ - .__- -- ._ . _-. , „I _------------_ _- kAl 11 II II III II I,, I 1111 II II ; I I _ ,---_----.._.__... ... - -... -__-_ NAVD---. .__._.. -��7tI-- .._._. _... -.._. -.-_. .._. 0.0'--- ----- --------------------- -- --= - -- -=-_ - - --- --- -�- --- - - ---==-oma'------_-- = -- - ��_ _ — - NAVD I NAND - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- - - - - - - - - NAVD '88 NOTES: DASHED LINE REPRESENTSSITE PROFILE BEFORE IRMA AND DUNE RESTORATION W 100 YEAR STORM WAVE CREST ELEVATION AT 16.4' NAVD PER DUVAL R048 I 1. THESE DESIGN DRAWINGS ARE IN COMPLIANCE WITH I STANDARDS ESTABLISHED IN SECTION 6213-33 OF T� I THE FLORIDA ADMINISTRATIVE CODE, V 1 -20.0'_ NAND _ _ _ _ _ _ I _ --------------I______-- FILL UNDER HOUSE ___ UT POOL CAND TPOOL -___----_----__--_--_- / 1 \ NAND 2. ALL ELEVATIONS REFER TO DATUM NAVD 1988 EXISTING GUEST HOUSE TO REMAIN 21.4' PROPOSED NEW HOUSE up CUT AT 60 OF 16” AUGERCAST PILINGS SOLID LINE DEPICTS EXISTING GRADE PROFILE AT CENTERLINE OF PROPERTY EXISTING CONCRETE BULKHEAD AND PATIO TO REMAIN UNDISTURBED O PROPOSED SITE SECTION X Q �o 6' HIGH BOARD AT 6' CENTERS ON BOARD FENCE W/ 6X6 PT SYP NO. 2 POSTS BURIED 4' INTO EXISTING GRADE STABILIZED BY w "DONUT" CONCRETE FOUNDATION NORTH FACE SOUTH FACE SECTI❑N EXCAVATION NOTES: ALL SAND MATERIAL EXCAVATED FROM EXISTING SITE SHALL BE RELOCATED AND UTILIZED AS EXCAVATION/CUT QUANTITIES SEAWARD OF FILL QUANTITIES REQUIRED SEAWARD OF CCCL � W 152 , g°° CLEAN COMPACTED FILL SEAWARD OF THE CCCL CCCL Q 1x6 2x6 PROVIDING THE SAND QUALITY MEETS DEP W 2x6 REQUIREMENTS. AS CUT /FILL IS HERE ENVISIONED TO BE BALANCED, ANY EXCESS FILL EXCAVATION/CUT FROM AUGERCAST PILES= 142 CYDS FILL UNDER HOUSE PAD AND POOL DECK= 259 CYDS Z 1X6 WILL BE USED TO AUGMENT SAND DUNES AT OCEANSIDE OF EXISTING CONCRETE TERRACE AT EXCAVATION/CUT FROM SWIMMING POOL= 124 CYDS FILL FOR SITE GRADING= 16 CYDS �, I I DIRECTION OF F. D. E. P. FIELD REPRESENTATIVE.CD EXCAVATION CUT FROM PERIMETER FOOTINGS= 9 CYDS H O 20" DIAM X 2' DEEP CONC ETE TOTAL EXCAVATION/CUT PROPOSED= 275 CYDS TOTAL FILL REQUIRED= 275 CYDS 1-4X14", EACH WAY, �N; 'DONUT" THROUGH 6"X6" POST FOUNDATION NET IMPORTED FILL REQUIRED SEAWARD OF 3"LAR CCCL= O CYDS i I-1 I-1 1=1 11=1 1=1 1=1 1=1 1=1 I-1 1=� _I=1 I i=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=111 =1 11=1 11=1 11=1 11=1 11=1 f 1=1 11=1 11=111=1 11=;; I-1=1 1= l 1 -II I -1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1= . !=1 11=1 1=1 11=1 11=1 11=1 i 1=1 11=1 11=1 1=11 ! I 1=1 _- 7711 I I I=1 1=1 I =1 I- I I I=1 11=111 III=; I I I=1 11=1 11=1 1 1= ' 1=1 11=1 11=1 11=1 ! =-1 11=1 11=1 11=1 I I.. ,IIi=1 I I I I I=1 I I =1 11=;1 1=1 11= 11=1 11=1 11=1 _! I I 24" HIGH REMOVABLE STAINLESS STEEL LIGHT 30" STAINLESS STEEL GAS FIRE RING 11=1 I I=1 I I=1 I _ _ __ -_ 1 I 1=1 I IEI I I=' 1=1 11=1 11=1 I IEI 11=1 I IEI 11=1 11=1 11=1 I 11=1 I IEI 11=1 11=1 11=1 I IEI 11=1 I IEI 11= =1 I I=1 I I=1 I I=1 i=1 IEI I I=1 I I=1 I I=1 I l=111 _ _ 1 _ _ _ - -=1 11=1 11=1 I IEI 11=1 11=1 I f=1 11=1 I IEI I IEI 11= IE ,1=1 11=1 11=1 11=_ =111=1 I I-1 11=1 i I �=III=III=111=1 =111=1 11=1 11=1 I I IEI 11= 11=1 11=1 I IEI 11 "III=11) I1=III=III=' 1--11 I` 1 5EI I IEI 11=1 I I I I I I_t 11=1 I I_I I I III I I IEI I I III _ =1 I-III=111=111=III-III=III-III-III-Ill- IEI 1= 1=11----- 111 1=111=1 I (-I I (-III-III-I I (-I _ IIi- -- ! I -I I (-_ N = i ;1=1 I I -III -I 1.- =1 I I= I I=1 I I=' = _ _ _ _ = ',1=1 I i -III -III -III -I 11=1 I I-► 11-1 I I -I i I -I i =1 11=111=11 I-111=1 I IEI 11=111=111=1 11=1 I - I i = _ _ �".' ; 1-I 11=1 11=1 I I -I I -=I I IEI I IEI I IEI I I _ - _ _ _-III- I I I I=1 I I -III ---i - I I=1 E - lI I I 11'I _ -1 11=11 l=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1 1= _ _ - - _ _ - _ - = I_I I I_I I I=1 11=1 I I -III -I 11 I I_I I I-1 I I-1 lI , -=1 =I I I I = 111- SHIELDING SCREEN AT EASTERN HALF OF PIT BURIED IN CERAMIC STONE ATOP GRAVEL BED WALL. SHIELD TO REMAIN IN PLACE FROM MAY E EI I i= I III -1 I = I I El 11=1 I I 11El 1Ei I i=1 I =1 I E_ =EEE _ _ III Ili III IlI Ill 111 IL_ 11=1 11=III=1 11=1 11=1 11=1 11=1 11=1 11=1 11- I_ E__ III 111 III -11 -111=1 11=1 I i-1 I I- -1 II Ill Ill.-III=III= I -1 11= 11=111=1 11= I i I I ,III=III=III-I I I-III=III-III-IIi-Ill-i I I-, i=1 11=1 11=i 11=1 11=111=1 I!=1 I t=1 I 1-1 11=1 11 IE! FOR DRAINAGE 1 THROUGH OCTOBER 31. 1'-0" 4'-0" 1'-0" W E -I ; -I 11=1 11= 1=1 I {-; Ll =1 =1 I 1=1 I 1=1 I 1=1 I IEI I IEI I I=1 i I=1 I IEI I IEI 11 _ ____ ! !=1 I IEI I I-' !-' I :.=11 I l 1=1 I IEI I 1=='. _ I-1 - _ _ _ _ _ _ - I I I I IEI I I_I I I -I I i-1 I I -I 11-1 11=1 11= I=_ - _ EI I IIII! - -- I I I=1 I I=1 I I=III= III -III _IL __ III=1 11=) I I=1 I I=1 -1 I I=1.1 IEI I I=1 I- . -111=III=111=1 11=1 11=1 11=1 11=1 11=1 I 1=1 I I-= _ � _ _ _ _ _ _ I -- -1 11=I 11=1 11=1 11=111=! I I-1 11=1 11=1 I I I I I�_ =1 11=1 11=1 11=1 I I=1 11=1 11=1 I I=1 I I=1 I I=1 I; =1 I I=1 I i`I ! � _ �-III-III-I �I I IEI � I __ ! 1=111= =1 I I=I I = 1- I1= I I i=111=1 I I; I L- ! ;; ,__ � I_I 11=1 11=1 i I- _: -i I I=1 i t=l I=1 I I__ 1=1 11=111-1 11=1 I =1 11=1 11=1 == I =1 ! 1 _ _ _ =III_III=III=111!111-i11-III � II 111 � I111� II 1 I-1111 i 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 !_, -I I IEI 1 1EI I I=1 I I=l 11=1 I I=1 11= I=1 I =1 = 1 _ = _ _ _ - - - 1 I� -- — � I� , I i 1=1 11=, - I I 1=1 -0' 4 -0' -0' 4 -O' 2'-0 „ �- PRECAST STONE C AP WITH RECESSES TO RECEIVE POSTS ATTACHED TO LIGHT SHIELDING 9„ SCREEN. PROVIDE PLUGS TO COVER HOLES S _=1 I I=1 I IEI I IEI 11EI I IEI I IEI I IE I IEI E I IEI _ _ _ _ - _ _ l I -1 I E _ _ - _, - I-! I Ill l l 1 _ -1 ;1= _ - IEI _ III _ _ III x-11! I I -I LI -,_I-) - - I I -III -III -Ill II =III-IIII I 1111111 I I I -III-_, ___ � N 4 3" WHEN SCREEN NOT LP GAS SUPPLY LINE WITH READILY AVAILABLE IN USE. 8� 16 32 - _ _-_ _ _ _ _ _ __ - _ _ _ - - -1 � -�--- - -T- --- SHUT OFF VALVE AND CONTROLS PER 2'T6" MANUFACTURER RECOMMENDATIONS. WHITE PAINTED THIN BRICK VENEER OVER THIN STABILIZED SUBGRADE, NON -PLASTIC, - -- INORGANIC, GRANULAR SOIL COMPACTED TO A SECTION A T 6 HIGH WOOD FENCE - , a SET MORTAR OVER 9" THICK CAST IN PLACE DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) 1 _ - I I, CONCRETE RING W/4 @12" EACH FACE 4 EXPANSION JOINT I 1 i i i I I I I THIN BRICK OR STONE TILE THIN SET OVER 2" CONCRETE SLAB 4' HIGH BOARD ON BOARD FENCE W/ 6X6 PT SYP NO. 2 POSTS AT 6' CENTERS BURIED 3' INTO EXISTING GRADE STABILIZED BY - 1- - T r) L- - - j - _ _ - - - _------" =--I- '--- -1 11=1 I IHE I I-1 I I-1 I I -E I IEi I I�I -1 I i�l I Iv ' ;> .. { ! I I I i i -III-1 11=1 11=I 11=1 11=1 1=1 11= =1 =- I I=I I(=I I I=I I IEI I IEI I IEI 11=111=1 l IEI (I=III I I I ' 1 1 1 1 1 1 1 III II 11�- 111 i I;; I I III=1 I I-1 11=1 11=1 1=1 11=1 11=1 I I -III -III - i (!- 1 2 4 CONCRETE "DONUT" FOUNDATION r I _ _ 111=111=111�IIIE11=III=III=III=III=III=1 - _ • I I I I I _= j1=i j1=1 j1=III=III=III=111=III=1 �=111=111 L^{ I 1=1 I 1=1 11=1 11= I 1=1 11=111=1 1=III= SOUTH FACE SECTI ❑ N NORTH FACE - � -1 - _ - -- - - -- i --_ -i _ _ --_-- - — - -1 I 1 -iii -1 ! 1=1 i I -I I-1 I I -III -I =1 I - - _ - - - � - - - � - � I III IIi III I I ► IIi III I I 1 I i I IIII 111 I 1 l_I 1 i_I I ►_I I IIII-III-I I IIII^I 11_111_111 I IEI 11=III-111=11!=11 I-1 I IEIII-11 I-11 1-1 IEI 1 I-1 I I-1 I I-1 I I-1 I I-► ► I-1 I► -1 I IEI I IEI I I-1►1=1 I I-1 11=1► I-1 11=1►1=1 I I-1 I I-111=1 11=1 I ►ml 11=1 11=1 I I =1 11= - - - - - q SECTI❑N AT EIRE PIT 152 1, 9" 1 min _ T 1.2 HP1 FDEP 1X6 _ 2X6 2X6 -� - STONE OR THIN BRICK PAVERS SITE SECTION PRECAST STONE CAP OVER SHORE OVER FRANGIBLE 2" CONCRETE - WITH CUT/FILL 1X6 0 SLAB OF 1'-6" ETHERNPOU ED CURVED PLACE CONCRETEOTODMATCH CALCULATIONS 1-4X14", EACH WA 20" DIAM X 18" 1'-4" FIRE PIT OR TWO WYTHES OF 8" CMU OVER THROUGH 6"X6" POST N DEEP CONC ETE _ _- - __ FIRE PIT REINFORCED CONCRETE FOOTING NOT TO "DONUT" _ I - EXTEND BEYOND PROPERTY LINE. REINFORCING -_ -11 TfT-._iW s i _..T1 _ FOUNDATION 3" L R _ -4 -77=71 - __. FIRE PIT LIGHT SHIELDING SCREEN I I I ; ' . TO BE DETERMINED. - D 1,02 _ III III i I I__ __ I I=1 I=1 11= 1= _ _ _ _ =1 ! 1 I 1 I I I I LEI I IEI I! III _ T _ --T _. T � ITf=T : _aT1=,-i_.- -' - - - - - - - - - I I_III_i I I I I� I I- I i I I_I 11-I I- I IEI I Fd I i-1 I I-111=1 I I 'II -T- N --III=_; I I IEI I I=1 I IEI I I- _ _ ^_ =1 I I=11 I =1 l I=I 11= I i 1=1 I i=1 I 1=1 I 1=1 11= -III-I -1 -I =1 1=1 I 1=1 {=1 =I ! -1 I = _ = _` - _ _ _ _ = I = _ _ - � II I III III LII( 11� JAI 1�� Ili 11� III ISI III iI► III=11�_ - - - -- _ I I I=1 11=11 I =1 I I-1 = _ =1 i I_:=1 I i I 1111 _ 11 1=111=111 =1 11=1_ - - - - - - - - - - III -111=1 11=1 11=1 11=1 11=1I 1=1 11=1 11=1 11-' I I=1 I I=1 I I=1 I I=1 I=1 I I=1 i I=1 i I=1 11= I I. i 1=1 11=1 11=1 11=1 11=111=1 11=1 11=1 11=1 1 1= _ - - - - - 1- - -_-_ -III-I I I_I I I_I I_ - '=1I I- I I-1 I I_I I I_! I I_ _IIi-III-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I � =111= I I=1 = I I= _ = =: _ _ _ _ _ _ _ _ _ - I I I _ _ I I I I Ill I I I I I I , I I I I I l l I -I I i_I I I_I I IEI 11-1 I I_I I I a I 1=1 11=1 11=1 I_. il• r=1 I E- 11=111=i 11=1 1 1- 1= 11=1 I I=1 1= 1= I I III III I I I I I_ ,:-II►_IIi--:, 1 - - I_I I IEI = I =1 I IEI f I= I L- BENCH � .. WHITE PAINTED THIN SET THIN CUT BRICK ! VENEER OVER WALL. 10-10-17 =1 = __= _III _ I I IEI 11=1 =111-= _ _ II _ I I I=111=III=111=11 1= 1=1 11=1 I I-1 11=1 I IEI 11=1 I I-115111-111= i1 — -- — = _ — — —, 111=I I I=I I I=111=111=111=111=111=III=111= !EI I IEI I I-1 I IEI I 9 I 11= I I I I=1 1 1=1 I I=i E� =IIII _ _ _ _ _ _ =1 I I -i I i=1 I I -I I 1=11.1=1 I 1=1 I I_I I I -III -i I I- I I I=III=III=11 11=11 11=III=11 I -III= I- I=__--- ( IEI I I I I IEI I I 1 i I 1 I I 1 I IEI I IEI I I-1 I i I IEI 11:" ,_ -" I I I_ I -_ 4' Ill=1 - IE I IEI EI I I Ili -_ =1 I IEI IEI f I- I IEI I IEI I IEI I IEI I IEI I IEI 11= !EI I IEI I 1=1 11=1 I ' I I I=11 I I i lEI I IEI ! I-1 - - - - - - - - - - _ _ _ (_ _ _ _ _ _ _, _ =1 _ _ _ _ _ =1 I I_I I I-1 I I -I I I_I I I -I I I_I I I -I I I-1 I i -I 11_ ---------- _- - ----_'' -____====_1 I I_.I I IEI I IEI 11=1 11-I I I_I I I -I I I -I I I -I I I- ,111-I I I-. I I -I I I III -I 11- I I -I I I_I I L- I_lW I I I 1 I I I I I 1 I I I I I 1 I I I I! I I I -I EE -III-I = __ _ III-, =i I IEI 1 I=1 I -1 =I I 1 12 -12-17 III IL E I I 11=! 11=1 11=1 11=1 I i=1== __________ I I, I I I=111=1 11=11=1 I I=1 I l=1 I I=1 I IEI I I=1 11= _ = I =1 IEi I I I I I I _I--III-III I I I=1 11=1 =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 i 1=1 i==; 11=111=1 I i=1 I I=1 i i=1 11= I I=1 11=1 I I -I 11=111 Ff , _. _ ' = I =1 =-I IIi I � 111 _ - - - - -1 - - - - - _ IEEI _ _ _ IEII _ _ _ _ _ I I I=_111=1 1 1= =1 I Iii i 1=1 11=1 11=1 !=1 I_I=1 11=1 11=111=1 11=1 11=1 11=1 11=1 _ s =1 i- __ __ --- - -- - _- - _ � - �=III=III=IIII III I I 1 I I 1=III-III-III-1111 -III ; ' I- - -i I I- _ _ _ _ _ _ III III III III III III 111 III III lil _ i II 11=1 11=1 11=1 11=1 I I -1 I=- =i I I =1 11=1 11=111=1 11=1 11 I I h I 1=1 11=1 11=1 1=1 11=1 11=! i 1=1 I!=1 L 1=1 L=1 1=(_ I II�1 - �1 I 12 - I __ -III- II -11I -- II ml - _ - - - _ - = I = 1.-=1 JA UiDREE III �E�o STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO Ai DENSITY OF AT LEAST 95% OF THE PROCTOR F2 SECTION AT 4 HIGH WFIOD FENCE PLAN AT FIRE PITSECTION AT EIRE PIT BENCH v AR -0010382 MAXIMUM DRY DENSITY (ASTM D 1537) FP2 —77 w N N <, 4 84 SF k 45 SF rt r / 00 `Co O oW�d. PLANTING PLANTING / d 4 d 4o'** r E D " 'm 1106 SF PLANTING LA TNG � A O b . n« W w ^ _ / 171 SF PLAT TING 186 SF PLANTI G z _ r a ,.. a : .: r q too N1" // ' 17,67 SF TOTAL SITE AR k s a ,,,x, �. , 14,009 IMPERVIOUS ,SF TOTAL OUT I� E OFF ' 492 SF r PLANTING AREA ; , �; LENS PLANTING REAS OF . I 170 SF . 4w, • 67 SF 106 SF : PLANTING �PLANTING 67 492 SF SF 186 SF � . z `, r1r1.70 n, 171 SF SF jm i 39 8 SF ' . 3 9 SF ,,..... • 45 S F 60 O � ... , � .d. ,. b ' . � ...Fw-+w.,.rtKea+:r..m. s .r.«y„ `N0.2.� � »n ..uk.+,:: ,n.az^+e,d'a._.n ,.e,R a -, +.+"..• .J^..w+... n.v'a.w-...8, .�y,*^✓t„". N n. �"N:: .>�u' i1 u f 9 nn =1 649 OF ISTI ERVI S A, O _ W w EXCERP ' OF TOPOGRAPHIC SURVEY SHOWING EXISTING IMPERVIOUS AREA W w� I TO ASSIST IN COLLECTION OF STORMWATER PROVIDE 12X12 CATCH BASIN PIPED TO DRY WELL 6" BELOW SURFACE OF PLANTING AREA TO CONSIST OF N APPROX. 3'X3'X6' OF GRAVEL WRAPPED IN GEOTEXTILE FABRIC. ,--i �J -- - -- --- - - _ __ _ "��s , - DRY WE PLANTING `LINEAR POOL DECK DRAIN AT $ACKSIDE OF BULKHEAD. TQ DIVERT STORMWATER TO NORTHERN DRY WELL " TOTAL SITE AREA: 17, 678 SF PLANTING PLANTING STOOP - ,� PLAN IN GRAVEL 1 _ _ _ - - HVAC HVAC _ "_ ./1/► i1 ,SHO T PLANTING DRY WEL r- _i . � --- �� .13,505 SF. TOTAL 'WITt�IN" BOLD OUTLINE ©F . GENERAL I � �— .II�IPERVIOU.S..ARE i - - •::.>;�.•••: SF � , /` // // � . ,,�,, �,,�,,//, � / ,// _ . LESS PO QL— 1_038 SF KESS PLANTER -80 �T- ,/ / // // / j �/ LESS ..PLANTER=91 i . w�. PLANTING ) � I — .•.. , ..... I -_ —_ ; . :.:::. i7 :::'::;: ';' CO — IVC � rF - -E �— — n H Qi S E I I � � � R DEck DRAIN',: TO CAPTURE_ STORMWAT CONVEY�. / y / ;/ j, /�/ , j/�,/ ,/ / jj .. / / �;//;i/ i/' 'ij�' /�'ij� ` iii/i � �... — LESS PLANTER = 2 71 I I-- F- f ,�. I I — I I I ! ( t.; - AT PLA ERS r 'OPPROX. /,,,,,; �,/��' % '% / / % /, , / / // / / / / ///j LESS PiANTER=109 , — LESS PLANTEF��51 _. I I 271 F PLANTING 1 13-4=109 . (! it I I __ __� I I I i ) I / ///, I O i WRAPP D IN G TEXTIL ' / // / . , . / ,// / . III / ; /, / �, ,� ��,/ . , // /,, . // 1i 1l �- � % w - o: LESS PLANTER=42 _ PLAN ER .- �� PLANTER I _ — - _ _ --_ i III - - -E- - — = — �- — — 7— /i// // ; . / ,r/, / //; , ,/� ,/ ,/ / / ,, �/ ; r/ / / / �/ // '.�/ v . Z : o . LESS PLANTER =123 B I �__.. I �J -� _ I I I I I I I OR C I -i // , /,/i;,i,,i j;,�,/�;�,//;,i,, ; ,��, . ':. .`PLUS; O ELI SIS = 5. LESS 2032. ,.. _ 11, 473 "TOTAL . I N w — E µ PLANTING �,i,/i� i/��i, i ;;, Xz , /;//�/i� X _ I.MP:ERI�IOIUS . AREA. } a I 0 PLANTING E-XIS-TWG- S — TO BE REM VED — — — — — — — — /i/, /j /i , / ///i////i`i . r 234 S I p ; �i'/fi BUT IS .LESS THAN > I I EXISTING X'\\J4 LANTER ill a "Tire _ _ _ — — _. = _ _ / j . / /i/jf'ij'///'i/ /''ji'i , j ' i/ ;.i // i/f � / EX I STING IMPERVIOUS :AREA OF RE 11,6:49 SF 8 16 GUEST HOUSE TO REMAIN PLANTING PLANTING DRY WELL I 91 S — - �— -- PLANTER /i // ✓/ / ii,/;r, jir,/iir�o ii IMPERVIOUS ` ;I LAWN PLNTR i. AREA I iJL - CALCULATION T-- — T — I _ LAWN � — I 5 FIRE PIT LINEAR POOL DECK. DRAIN AT BACKSIDE Of BULKHEAD TO STORMWATER F IRE PIT LAWN ,.. DIVERT THROUGH ROUGH WALLTO SOUTHERN SWALE 2,00 13 r J PLANTING __ EXISTING L.OWE'R 10-10-17 PLANTING TERRACE TO REMAIN �• �cF MES z,t DIUPRE,- SITE PLAN SHOWING PROPOSED IMPERVIOUS AREA "ARCHITECT -- =� "ARCHI ECT - AND DRAINAGE PATTERN oF i r�iiil �' I ' lid. , —I— ,■_ - ' a- ,• � r rn_flYi{4n1� 1!r rnllnllnlln{ln^# �n�r_Irn4 it INALe/1n 1ir1��\: ` �- r�::SP1 - r _ '1 :nnr �iI _ _nni� fern � , i z:•�er, _ j s _ _ . � � .... — ii !I �:� n �� F --- II I � �■�■ i� ,�-, - I i r4rnCu'_YIiiA"r'il Not 4rri-Ij_uS.�fl�r�r', -IIIA' ;,tuff 111 .y1 1�.-.41i1 ''flr-iinl N_le' -1{w�"A4r isle: ��nY-rii-i{: � rr - ni•j�i�{ �{_�ann�l/=°'� ilr _II_Ilr larunn_nnn=fl..nnln:'ii�>r `L �r�®�_li„rrlro_ir_41_41�nNe1-u-11"n-n-n7,'flC1 _i1fli1:ii1N11fl11 :IICIL:IiI-r11�: liCr-i-ir �, { Inlinfln/In11.:IIn11�i�ICllnllalnn�'11:�i1C11•'-.'=4•T4'�:i_-1111"' _ - IIrI1r11riL ., ,::g��nY� r i- 1- n��lflufl► -� it'_`�{Y�'i + Com► .rItN1/ : I ®,■■_ • ' �• ' :�� i r �: of-tt-i-Ir-iii/ ••Sl't iAi •�• •,_nCililliflNilNrlCli_IICUOfl-rflr-��IPC-IYIII-rr �il r-__rhaNOOR�MFIVNoY-gnll_IIrYltCnli■,r-1 - lf rnr 11_ _11_I�CIICIIr11C1{_{1_11 y1� l,rflC'i144_flM-,IL r {-In_Nlr�ll�, Irfl_iinl n//rel ,{r{rfl r r _ 11 4 ti4n4 tr " i - f•rl4 -f/nN 'r"11:""iefl'{/C'IeC'IrG-iMl�i#r{!''r-�'{_I=ii fIr11-I� I -11 — ` , 1{ IIr�1_ii_II■ - t■ i/r-1!r'ii' r rIl_ilrllr( _ n_�m4'ennnli i �;nnnfl:a�r1� -1/__N -t1 rINIICfrNr/ n _IIwllCflfli�� - ,: � w - - ewfl'a i r"11n :IYr+Wi—II�SIe{ ItI._r �i1 11 gill,�nr-Ire 4i.Yr1 O •, • .'� ' Cllnll-, i■■ • ,{I■-I�i•• . i•J'!♦I�II - _ _ _ - - j . - - I 1 � I 'CI'� � ■fl _ ' irr-II4ID 1 .:. i ■ • r , ■ X11 a e. 11 �al 1 ' -i ■ ♦, 41lrfl�rl4 ,■� , �� n • 1 Iinli-j�l�n Inil i i-.n�s'� r�iNr ar �� . Ir!_i •, � r � r _rllrllr46 � . •1 r _ <:♦ 1• I f 1 pow. �•.. limit /■ ® �i . _ �. r nNEa:'rl uiin 4_ fl OO 1.1..1..�.,r ____�I I;I �. � __ � a�, I�iiiiii :i■.:. i k!� •� ;, __ fiu � 4 e 1 a ■vv�i I ■, fln1. _� � o .. "• 4 nMUCHMEN t1llle 11011 '� il4 - 41 � .: '� i � , ' �_ _— �� If/��1�_—_- � � \ .•a..l :,....._ 1a -SII �I IfF� "..�_ _ �p �` �� `- , •'; >.--- .__ • _ �_ -- ., .- _ � :. ■ _�� - ��: • , :4 1� L :"-`' .Ir..s ii/�� I ■ �: � i � II �_�i+ If' /_� �i�.eniwinii.�I�,i,/ ■ 11 e•e1� � ■• ��I17-11 01 nnn-41■_■�1 1- � , _ 6 _tl , . -rl=i • W: /I �I _�1'.4ns'r%1:{"� �./ Hall a -gum I • + �. , ., • � �_ -- - � ii,l,.. i� l /,Ira. �� ,� :_- �,,_. nY•"Y i-t{rli r ,�{1411 � -��►._ i RNR!01 Y • SO all �•� 'inti : ! �i�r _ _`■� �■M./ • ,. • • �I ■�� l`> it III VIII •• • ii�fl r' 1'�,7•to i� AU I/nl� 1 ,- • renl�nnr am . plawis rl /Ar14 I i � itle-• t'�.' "` /_ _B.-rir•-�IIC I' C'_II ,II�AI� 4 • • CII 4�tr�4�l-!A..�ifliinirsn::{i�i%=fl i�'•�fl /� - n1�nAtr11•-en-_�- "4P11 • .t.fllflll-llr- -a1-°af•-1{ O .:fir--�% O • • IM S , . ter:.. .. :... 1 1' 1 : 11 1 1 1 1 . • • „ r1 4. r�•i • • ! 1 • / . 1'11 1 1 ' '1 ' ' • 1 1 ME 1 H �1,., 1 II 1� 11� 1 1 / 1 1' •1 1 1 1 1• 1 1 1 1• 1 • ••• ' 1 • • • I _®_ Ir'Si77 • 1 1 44• i 1 /.• Yil - MMMM • 'll 1 1 1 1 • •, • , � • • ♦ ■ • I t . Ili :1 • • 1 I M%M , - ■1.11��1 ` 1 �Ir■,u.rrrrrr� 111 1,��iG��,,��■I� .��tlltttt.tt•—I .�-��„��._■�i��Tr.�i��[��r ��'�■1�` li�=��•�l�■�� 11��M min Itttttt. wttttltt.= pdMoQ�� V -•�- .�� - �N�7•��— - - - � � - - - • • 1 • • r • 1 e 1 / • • 1 1 •1 1 1 1 • 1 / • 1MAU I-__u-.� 'Ir�l_II '�� :Ilr-111N - --llil�ll_II �er�!_e1r11_rl_IrC( ; • 1 e �'r��(� ■■■� - I 1 r��r —::� i ( I►�I `I� �� -_ I I �` • _ ' - 11 a /Ii�IWi� I��l�l .� � � _• , � -.� ara.rm:�rx ernr � ! �� t f �- L61 - _ 14 t x >r f.��■ PAP ��'�' _ :�1� Jai/ ■■��—�\G.�■� PM : I _ II•�II_II_IIr11�11�11r-lnal:al 11_+1: :n" 11 n1 ni1C'Ij - �. ■ ■1 �rr11_N_NCnYiNI-rNN - t' Ire1.:fl1:41:11CNNnfl11- /1r/1_Ilrll_II-11-I1n 4all= ..fl_flru_n_n n_n --.�.�,. rr -� eP11CIP - -i- II�Iyll�ll�� •� � `.. _ ;I -' : f1oQC11N/1_/-i fllr_ tel• _��'� it _ r _ '1rI '�� fl_fl_nrnol5nria _ _{r 1:11 -if- 1'11,-..1� - i , -� e� • h' t ■I ■ ��I' �■■� � •rg G.+.a:...« , ,.. _ ... _. snm�waan i— wnavc. llmruwm:. � �— ��■■_L I l�u+nw:mr+ - >�.. 1141/411 � -. , ,,� -p( �� . 1 �■� �,�■- -' I: I ! �� I • � :n: _ r 1 Y-•seri{I•—il II_II_IIr1I_IICIICIHY.11 :IIn11Cr1:11.11.11. -n_n_nanoflnn_ y. i!!!�• �.— �-'—•� eri•Y—YiiY—•ii_YY_Y�.rr...�� - Iw11_—q.!1.Ir�Ug11CNC/ICIICII_'� ••.IrII�Ir�t1Y'n�:�11�11�11�11.-•11M- -_IIr11C11C:11nn.:11.11.11_11_elr'1111�_iIN{ICeeC'IrClnCrel-ei nnl1� - alou_u=u=u_mm�a —' I• t'�tt•� �Yt '�tC�t _ ��---. �i- 11 �- 'C . • y �•�� I4� r 4 :: I Ifr,��1!■1.'•. Itt111 ttttl� tttlttt.t� • • �� .' �i J��,•.G,yJ/ �� d/1�� j7�/ ' I■ II.Il�llupllnllCllCelrl 18, M_ le_u_ on, .n_In.. u.:fl.n: ■1 - -1.1_ rli_I�rllrli_IrflNCflY-.' �/ •.ir_Hr 11n1/n/I :'fINl1�I1�'11"11!''1/!111„11�'!I!'4jIG'I 1 _ _ _ _ - r . SIII!'fl"�f•'-'II 11f ��:\ • ��—` — r■■ 1• �--_�-� ��I�N11��■■��■■� I •11 e e 1 1 IA n11C-re-11-IIOIINIIC1/:11�= _ rleinC'11:fliee: {ICIIG111711CIIr II 11 - s � _ .■�� -�r��lr�re�r.le1■r/�Isr��el�rrel�� .• • •, I • ■■1 ■■� � ` _ �-■■ . �. . I «I■�.all II/ � �I41! 111x, 5 /%/��! ISI■ � a� 1' � �' • ! 11. 1' •1 1 1 - 11_IIfl11C11_II_I T-1 12, - In.. II_uon_natal_fl�n" n_4{_u-nasi ��, ,. � I, � �� , , � , • 1 , , ..� �' � ----II • n f 1.-'{e�1s�ICilCle�irCiii • : 1 I III I iC{ - _ fl � —, , , •, • ��. [--;,►��V' _ ' I�=j1 Ms �I ��, R■' • • ( � • :Ilr �•-•_il_.It_ ' MENNEN■ � •/. •11 1 'I �Ir�� //I�t�'��' ■■■■■IIIf.�� ■ � �i! , ��•71 �'7 ^_1 �+ �I�I�ail 71 ,�/, � 11 - li_:I�I1�11-I-IflY-YyIIn_11 1wr_21121ln11r :IIn111-rn_'11./ICII: :1 • • 1 I �li�/��'/' 'I ,— L d.YraYl" '_ -_-;� ry • ! � ■t�l�i� i] ��I' ! 1 - - - - 11''r'1 /n/rinllnllCnai�lln .nrel=fl n: nGfl-nLi1.11211 InI/nIP11�11nflnU : :rinflsnnunflnnn r_irc{I.flnnnnnnnn. :nA N - r r 11 II ''", ' _ n - - ' �I r_ir�lrrli ' �� fl : / • • 1 •11 1 ,� I. . � r � ' �� • • • • �, 1' .�u Nflllfll L�.i.� ,.. ..,.._;_.�,.� ',■ !I■-�1 I.I .. •; ■ er�T•Ti■�■� ■■�■�■��,�� . ` I4I4I _ AIeN Ilrllr/1_II_II_iIr' 1_IICIIrllrll_Ilr n_fl_nxfl_no I�\� i'fi• i .rJi � '��1 II _ r _ _- _ II U Cie_/1_11 11 IP11-On11-Ilnlln�rIICN;�■� iatn/1.11_ NIL -_ _ 41r■1 _-IInnC11C:11n�1_�-�1-�h,■, '-•�r_�■ . IINN�J',.��■ ,•_,tom,. U�--■�I •. ,� • ��-�-�� g - 1 [-.� �. �II !!'4E�I'I - • / 1 :1 1 1 1211211 n__I__i- 1 P N 1f inin_ r1 -- _ � ■ ■ �_. LI ■ ■ ■ ■ ' � � ■ Ai�c�/ Aa I�� iiia __�ii�i �riu ll■ 'Y' ,. � � � i � - _ I ��1�� ■�ll■■�!�� 111141■■ �� rn _n r ■ ■■■II■li .�.. .a��-E � ��I 1■r nn� r . . r ,■I�Ill�tl�it�i�ii■M/Il■ I�■ �■■■� ■wli� � � � -1n1= 41 _ � .' 4 r { ■ 1 ■ ■�—�.■■�■ � � i ! , LI 1 ■ / ■ ` ' �, t �' �� ;I�� - r,..-__-.' I II I a i II 1 �� 11 �MMId , /.� / ■' - � �� - l {e , q II - uel r ': �..- ... ,rF.... %ice �7��I■---- it 11 I �■�■ /L' '' �I�1� ■■ -.dg 1 ' 11 : • 1 1 i • i ,' P.M. ' 1 � 1 ,- 1 I 7 l 71 ib�\` � i \ //�■■� Imo/ _tit,�!,171�.iJ:1 ! r ■■/ JJ�� ■ r I, ' 11 1 4_u_u_nro_u_n: IICIL:IIn11�11C11C -'i - :: • ► — �u - irrli iCflillflnCn�111i11Y-Yei ■ �.� _— --- •. n_u:N_uno- 11 nefl .il. on_N_°_r HIM- - - - ■' I �, , � ' � ' ■■ r I �/� , , 1_ � �t.le�ttttttttl■Ltittttt��ltttt�tttttttt■ -��. R' �! 4 � ��,, • ,�� .' 1 I��QP�1.7� i�=mir�ae� -.•��t1■ �■ f:.��1'�i!llt.■11�l, vat-,��i1�■: ■=��■li�_..y;! ' 11 1 � v.It�� . , ixrenll= - - rl_AI_IA u_u_fl va;aIn"n°8°n:'u =nnan:.nnn:.flouc fl_nar=11=noflen I�IrCel.: - ■� ■ ' ■ �� ■ P�! � �� • • 1.1 1 1 e ��■■■i■ 1 • •in 1 �r'�1 : '��■ I��A _ �■� , '�!''�•$@� - - �� ■��•'4 1 ■■��a�II ��wl::.� . .e�.� + �� ■ n � I� -- - _ _ IIr1IC11_IICIi Irrl:_r._e:u_N�Nnfl_urnain ��I:.n_uruau=Nxn-rrn-N-ei Nfl.-11-11:11IC.,nCli-11-{iCu.-. r ■ ■ � ' ■ ' ,' 1 1 •1 • 1 • e / 1 • Ji =! -Ir 1r - �'_■■ '�C11511 /:.` � � cfl-,� 1 1.`'_:��:. �— �■■ ■ I� '�■i 1�t�.s�ly�.1� I' -{ 1iifl_n_n_n_n_flcnaflmN-girl _,ir_n_u_nrnaennn ru_n_n,:n_N=flnflnu=n_nni nll�lr- -- :� - - (1�)■1 n_Ai_n' .moi - �� , , , ' � 11 1 • _ � , ,.. • ' 'I � �� i ,� _ ! �•� •.. • • 1 1 1 1 1 • • 1 I��c'��u=�i�i■i�iii�Gia/�/� •� , � ' O • uan_grn_n:,uxn:,uar-n_fl�l fl_n=tir:n:n_u_ef_n,u.:fl_linil �-u=etnil ilLintt=unflat ■i��■ f: 1 • •11 1 1•' 1 11_Ilrll_tl_1e-t1-11_ II.IIn11 I/p11_O_N�11 11 -tt=g.ualnn-n-u-•=- fl+%urillan u,ii�''- -■•a ' na '-tee 'anon n 4{-fl_flCtt�llCl fl-flou-nainuamttntt-nru '� ----- - _ _----• il�ir4 r _ - "11.11.11 JICI/:•SIC _ii n - i -fl n�e_�r_nnllyrli-nn �I i Inn_ a ixflC4 =a-�I_nrnfln nflflliu . • ■ J% E\- I� • •� / /� •e 1 e• a nn.:n::�r-•- 11_II_Af_ 1_-.n--- -!1 - I r4 �_n-flai-_n-n :N- - nnn - „li�'iA 1nnfln11r11:,i1n11n11 Anel .1.11: .. %.-•n:•u'�nlPn�fl- > - - flCn C,IIII - �r �;, � �� ' �� 1��; . • 1 1 ' 1 1 1 1 1 � • � • 1 • � 1 1 ' 11 • • ► , • 1 , • • go i n11 a ��hn-_.4lnrinn-1 - �u = • � � M • 'I ''lM ��' • 1 1 1• 1 1• 1 1 - ' 111 :1••1 111 :1••1 •t1 1 1 1 •'1' " 1 1 •1._.1 1 'll 1 •� 1 1 • • ,- �� 1 - �■ :• t 1 '1• • 1' i 1 1 1 • • •� . 1 1 1 1 •11 1 1 '1' 71 MIUVIMM IS RUN �I ♦ iIII, ■ i ■ ■� �♦ ♦ �♦ ■ STONE COVERED CONCRETE STOOP AND STEPS WOOD FRAMED SCREEN WALLS WITH PVC BEADBOARD COVERS STRUCTURAL BRACKETS SUPPORTING SHED ROOF SHOWER MOUNTED TO BRICK VENEER WITH DRAIN AT STONE OVER CONCRETE BRICK VENEER CHIMNEY OVER CMU WALL SHINGLE WALL OVER THIN BRICK APPLIED TO STEM WALL STRUCTURE I Ll TR SH D I x \ SH WEIR POOL QUPMENT EXPANDED SHINGLE WALL ST OP 20 HVAC HVAC WITH FLARE OVER BRICK VENEER AS CORNER PIER CASED (!PEN NG i i `V v SHELF 4 21 ISOK 9 INTEGRAL WITH WALL 3 D _r. �._ FIREP r:.x �: ,,n , ALL U � HI3'H CABINET ' + + + ++++ OPE 18 z H NGIN R - - -UPPER CABS_ - - 0 ER AND BESIDE 2 ER HIGH 20 -- - - -� ZS FLARE AT BASE OF SHINGLE WALL HAND HELD SHOWER ++ +++ SHL CLOSET SINK LOWER CABS CABIN 3 "AFF CABINETS - - - - - OVER FULL BRICK VENEER IN + + + r - s - - - ++++++++ 25 +':+ +++ II 34S. IB LE 1 16 3 PA TRY ILII l I I i I I ++++ LAUNDR 3 + + - - — -- D VF WITH EXPANDED SHINGLE WALL WITH PANEL D SIDE WITH FLARE OVER BRICK RAINHEAD SHOWER-_.,,+++++'+++" A I( I I I I I I I I VENEER AS CORNER PIER RECESS ® SLAB 36" AF _.. BENCH _ LOWER 36^ - I I I I I I INTEGRAL WITH WALL El TALt-CAB -HANGING ROf3 - + .` I AFT KITCHEN HANGI G OD ELEV. xu UPPER CAB LAV ,+�,+ �- p ILl CONSIDER PROVIDING ROLL OUT DRAWERS +++ + r . ------ EQUIP. 2 ig= ` I IIPCP R CLOSET ++ <•+..'. DwETENDAT EINTO CAVVITYOF TUNDER STHAT OTAIR. +++++ + CEILING UNDER STAIR MIN. 4 AFF. ANYNEWELL P ST D I - +ENCLOSURE UNDER STAIR REQUIRES Y" I„ III + + +'+'+++b II I II I i II II II GYPSUM BD. COVERING. I __ - _ +++ 26 C N , - 0- LNG - - _` - - - - - DECO ATIVE BRICK WALL BEHIND GRILL -' GRILL iii. REF 36" AFF 'I D 1@12 II; ` I , III 17 III I Ijl I ACTIVE [77, I ;3 ACTIVE III [. FLAREBASE 1 ''II OVER FULL BRICK VENEER 1 I r1.- � III FLAREMINIMAL , BASE OF SHINGLE III momill I MINI / ti me - I BRICKWALL OVER THIN •REC NALL ABOVE STAIR.. �IIII IIIA " VIII _ - - III, �___ _� FULL HEIGHT WALL AT POWDER '11 'mmSTAIR. SLOPING PICKET RAIL OVER STAIR OVER SLOPING WALL DIES INTO 5" �I STOPS AT WEST EDGE OF BEAM OVER IIII 1111 FULL HEIGHT WALL 1 FLOOR 1 /°�I' --- II'' '111 T.O.S. AT 1'I I- as 3irr� PVC TRIM -SEE ELEVATInNiq jAl kED SHUTTER TRIMMED AS FAUX WINDOW ORCH STONE COVERED CONCRETE �PORCH AND STEPSfill9 kRE AT SHINGLES i mlzli PIER POSITION RELATIVE TO UNIFORM/ WRAP OF SURROUNDING MATERIALS BETWEEN PIERS WHERE NO STEPS APPLY THIN BRICK TO CONCRETE STEM WALL TO BE CAPPED BY STONE TILE EXTENDING OUT FROM PORCH FLOOR 17 17 9 15 ITI D 5 I III 06 i UT WETFLAREAT BASE OF II tic" OVER FULL BR CK VENEER X11'-9" y 6 7 18 17 10 15 11 , 12 15 15 DINT G IN uj 1. 1 I III•■ 11 ACTIVE it �- �� 'N r ' J 1 * �4» 14 15 20 21 16 15 15 17 18 15 FLARE AT BASE OF SHINGLE WALL OVER FULL BRICK VENEER TRUE 12X12 CMU PIER POSITION SOUTH FACE OF CMU SET BACK %" FROM SOUTH FACE OF WALL ABOVE GENERAL NOTES: 1. ALL EXTERIOR WALLS TO BE 9" ICF WITH 4" CONTINUOUS CONCRETE CORES 2. INTERIOR WALLS TO BE COMPOSED OF 2X4 WOOD STUD FRAMING OR 2X6 AS NOTED OR REQUIRED. 2' SQUARE FACE OF BRICK PIER SUPPORTING 18" SQUARE FACE OF SHINGLES PIER SURROUNDING NOM. 12" SQUARE CMU WITH TWO LAYERS OF PT WD FURRING TYPICAL PIER POSITION RELATIVE TO UNIFORM WRAP OF SURROUNDING MATERIALS FIRST FLOOR COVERED PORCH AREA=994 GSE FIRST FLOOR CONDITIONED AREA -2064 GSF FIRST FLOOR CONDITIONED VOLUME= FIRST FLOOR NET CONDITIONED AREA -1891 NSF X12.66-23,940 CUFT INCLUDING FLOOR CAVITY ABOVE w 00 a"'�pNd' O 00 o �o Ww W ¢U W W U N O d w W�1 QQ�ZN W �D w o �o Ww W ¢U W W� N O d N W E S 2' 4' 8' MAIN HOUSE FIRST FLOOR PLAN 3,00 10-10-17 03-16-18 MW DUPREE III Jwwu- /j-, -AR-0010382 TRUE CM W 15-7" 7,-0" 6'-6" 2'-8" 6'-5" 7'-0" 4'-6" 5-6" L.1'-10" 3'-9" 0 a 6'-8" 4'-7r C -5 j" '0" L_ 00 -2„ �- 1,- TRASH 00 RICK CID STOOP -4" 5-0" 7'-11" 0 8'-3" I Fr °O SHOWER Jr 4'1-0" N n 85'-8" 34'-1f 3'-0" g,-1>, 0 16'-0" 1'_5» 00 ! o n 7'-2" 8,-9j" 3'-0" 2'-8" 7'-2" 2'-8" 3'-0" 3'-1 „ 12'-4" `O N O d- 00 o W Q �Q _ N � I = Ln I Lo QU U W Z w W W� i 6'-4" U I Y U O I Q W W _ I r� m W 9' 9" 10'-2" CD W .. - — L 111=2 GR.. IL_-__.. NORTHERNMOST PIER TRUE CORNER CMU PIER POSITIONS CORRECT AS POSITION SET BY CENTERLINE `i DIMENSIONED DIMENSIONS 18'-10" ! [11-91, 4' 0" [11-91, 4'-8° 10'-0" 16'-0" g„ 4'-6" 7,-6>, 26'-0" 18'-0" 85'-8" 4'-6" 24'-0" 13'-0" TRUE CORNER CMU PIER POSITION SET BY CENTERLINE DIMENSIONS N M _ `O N O d- 00 o W Q �Q _ N w �Do Ww QU U W W W� i U N M I O I Q W W _ I r� W Q o pull', W .. — L 111=2 GR.. IL_-__.. I oo m E7 i w _ IN FU 0 40 3' � , � �o o ICl + ++PANTRY 48+ IVEIULE ALUNDRY " 10 co LI 11-9 4-" � " III! + + + Lot0 ++ ++ ++ 3 5]++++ ,036 0-6" , 8 KI HEN I , N � r _ — — — _ —5- — . CD 9 7 + �131 FT c DV !+ +++ +DW * TI Ih 4'-7 T�,7+ + j. I 7 - co STAIR 7r 0 7 2>-8n --- 8 1 r- 2 „ o ns; I N I4'-10 N1 co �III TQ I1 „I DW 1 LIVINGg7„5, 11'-0" CLNGTP _ O _FT 00T] CMD 6 - 4-0 3-' 3' _10 T.O.S. a, 0 ' 2-6 3 t 1,II T.O.S. 10'-0" - iIII o FOYER ��- �' 00 -co co coI I T,I,'. i I A_ -. 4 � A0-5- I to T.o.s. 8'-1" 15-2 11 — l 1 1 1 7J ll1!ll1llil1iII1tl1l �III EAST Lidor 11 m ENTRY 11,L6 PORCH_C14 S °° - co I — CN IIII►IiI IIiI PIER RD OF 5-8 3-0" 3r-0 3-11 76- „ 7 t „ IIiIIIIII(IIIIjII(IIIII1 OSITIO -SET OUTBOARD FACES 3/4" INBO LL FAC S ABOJE AND /4 INBOARD OF PLAN DIME 'I1 SONS • o lII oDINING 13,8„ 5'-6"cv SOUTHWEST 2' 0" It0" t0"l SOUTHEAST liIIII11II PORCH OCH I,IIIIIIIIIII(l -- —g—=— --------- _ 91, 1,r 1 _ '" \�TRUE 7'--6" 8'-4" 2' 011 '-4„ 2,0„6"2 34" 2'-4" Ln 12X1 SOUTH FACE CMU IER ROSITION 0 CMU SET CK � �;%f � -4" 1' 6" 3'� 8" 1' 6" 7'-6" 1' 6" 11'-6" 1' 6" FROM SOUTH FACE OF WAILABOVE 9'- 1" 5-2" 9'-0" 13'-0" --L41 r" 18'-10" ! [11-91, 4' 0" [11-91, 4'-8° 10'-0" 16'-0" g„ 4'-6" 7,-6>, 26'-0" 18'-0" 85'-8" 4'-6" 24'-0" 13'-0" TRUE CORNER CMU PIER POSITION SET BY CENTERLINE DIMENSIONS w N M `O N O d- 00 o W Q �Q Q N w �Do Ww QU U W W W� U N H O Q W W cn w U r� W Q Q pull', W N w o Q �Q w �Do Ww QU U W W W� N H O Q N W E S 2' 4' 8' FIRST FLOOR DIMENSION PLAN 400 10-10-17 03-16-18 S W DUNRF L ARCHITECT 9 -0AN LNU. 9'-OQNG. (D l' -O" CLNG. o 1 'I'A" CLNG. Q xQ 9'-0" CLNG. 9'-0" CLNG, g' -n" ri Nr w Ww 1 -1 T -1 23'-0-3/4" CLING. I Ww ro N CL% 1 §'-01, CLNG. � f--� O 1 Q W I U U CD U�Wo m m 13.0.13M. 10'-8 Y4 "AFF � Q Q t W CIA � � � W � 00 O o cq CLNG. 1 AFF � � U w � a Z � a !��BO.Blvl. 10'-8 Y, "AFF D CIC 10'- 6" 8.0.13M. o m 11'-0" CLIJG. co Duk. I il'-o" CLNG. I 11'-0" C LNG. 9'-0" CLNG. lo' -6"113. 10'-6" .O.BM. 9 LNG. CLNG g11'-0" LNG 11'-0" CLNG. Z o F* 10'-6" B. B.: o 2: cc C (D cr c6 m C? m AIN -C) ------ v-� 8' 3- 21 5'" 3' - 21 3 2j " �11 3' ' 2" 2 5' 3 5'-{58" 1 j" :�2 2 8 2 5'- 58"' -583" 5 5'-5 ll'-O" CLNG. 10'-0" B.O.M. 1 10'-6" 13.0.13M. Cj \A/ CLNG. 11'-6" AFF CLNG. 11'-6" AFF T K�l Jul ll' -O" CLNG. waft 13.0.13M. 10'-8 Y4 "AFF 13.0.13M. 10'-8 % "AFF B.03M. 10'A Y4 "AFFB.0.13M. TY4 -8 "Aff— mi! HORM 8-0AFF I IN! IE] Boom BEAM EXTENDS TO BACKSIDE OF SHINGLES FLUSH WITH FACE OF WALL ABOVE //BEAM EXTENDS TO BACKSIDE OF SHINGLES FLUSH WIN FACE OF WALL ABOVE CLNG. 11'-6" OF 00 O B.0.13M. 10'-8 "AFF ❑ CLNG. 11'-6" Al'[F -0, :< m 13.0.13M. 10'-8 "AFF IF71 CLNG. 11'-6" AFIF 00 I -CD 13.0.13M. 10'-8 "AFF GENERAL NOTES: 1. CEILING HEIGHTS ARE CONCEPTUALLY MEASURED TO UNDERSIDE OF FRAMING (D S 2 4 8 FIRST FLOOR REFLECTED CEILING PLAN 401 09-20-17 03-16-18 J*496�S W NPREE 11 1 0U ARCHITECT A, 11c o Q xQ �o w Ww ¢U �w w Ww ro N Q W � f--� O Q W W U U U�Wo W Q � Q Q W CIA � � � W � o � o O � � U w � a Z � a (D S 2 4 8 FIRST FLOOR REFLECTED CEILING PLAN 401 09-20-17 03-16-18 J*496�S W NPREE 11 1 0U ARCHITECT A, o Q xQ �o w Ww ¢U �w w Ww N Q W � f--� O Q (D S 2 4 8 FIRST FLOOR REFLECTED CEILING PLAN 401 09-20-17 03-16-18 J*496�S W NPREE 11 1 0U ARCHITECT A, �Ic ,- N M 00 O ave 72'_8 13-0 ��) p••,��WO FULL BRICK VENEER RISING TO 5'-0" AFF TO COVER SHOWER PIPE BELOW SHINGLES WITH FLARE W 15-7" 7'-0" 34'-2j„ 7'-0„ 8'-10» 13'-0" W O _ - - - - - - - FR NG(BL CONCRETES B - - - - - - - _ - - - - - - THIN CUT BRICK ADHERED TO FACE OF STEM WALL AT TRASNGIB AREA FRANGIBLE CONCRETE SLA MINIMAL FLARE AT SHINGLES OVER THIN CUT BRICK BRICK VENEER AT CHIMNEY FR NGIBLE CONCRE E SLABS HVAC EQUIPMENT 31 -5" WITH DRAIN AT SHOWER _ 16'-6' ADHERED TO FACE OF STEM WALL 24' 9" 12' 3" DOUBLE WYTHE BRICK WALL BEHIND GRILL TRUE CORNER CMU PIER 5'-6" 11" 11" 6'-E 7'- 1 FRANGIB E CONCRETE SLAB AT POOL EQUIPMENT r, » POSITION SET BY CENTERLINE 2' 0" 9'- 2 -0" 8' I DIMENSIONS 6' 2" co 1 2" 1' °O 5' 4" _ » 2'-3„ C:3 11' 8 N I n N Y of —c I I _ r I 'mak° I %/ n I Tr.n e� €; , " I 1" I I 4'-8» ` 9'-9" _� 17 ) 11 TRUE CMU PIER POSITION S TH FACE 01 CMU SET BACK 3/" 10 9 SOUTH tCE OF WALL ABOV 15 15 IF 7'-2„ 9'-1' BRICK VENEER BELOW FLARED SHINGLE WALL 11 15 2 19 13 5 17 15 5'-3" 7'-6" 5'-3" Ir 18'-0" 72'-8» 85'-8" 14 15 20 15 15 17 TRUE CMU PIER POSITION SOUTH FACE OF CMU SET BACK 3/" FROM SOUTH FACE OF WALL ABOVE 24'-0" 13'- 21 16 18 15 OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER 12'-3" 13'-0" OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER w o .t �Q �o Ww �w �H N O +00 `V BRICK VENEER PIER BELOW N FLARED SHINGLE WALL SINK WAS ER N EF N OUTLINE OF BRICK VENEER AT OF FLARED SHINGLE PIER ASE BRICK VENEER BELOW FLARED SHINGLE WALL +I 8': r 191 90 L I + + + + + ++ ++++;� .+ 00 i of 4 o SHOWER DRAIN + + - rn + - 12 RECESS ® SLAB;�, 3'-1" SI K BRICK VENEER PIER BELOW , » . . 4,7 FLARED SHINGLE WALL L f 11K ++ 1R++-++++ " 8'- " OUTLINE OF BRICK VENEER AT 13ASE 1 II + + = ' =° + 2' + OF FLARED SHINGLE PIER I I ++'"' +CN ++ +1+++++`+++ — - BRICK VENEER BELOW I W� + + + 1+ � + +++ + + ++++ FLARE SHINGLE WALL 10' 5 " - L MINIMAL FLARE AT SHINGLES i +00 o OVER THIN BRICK L O° RECESSSLAB ° 6 FOR ELEVATOR PIT _ 13 BRICK VENE R PIER BELOW FLARE SHINGLE WALL �- - --� O - O - N +3 4"T.0.F.F. I I I L M -- T.O.S. � CONCRETE STEPS I $tom- -0" MINIMA FLARE AT SHINGLES T.O.S. _ I _ CD I co 2 11 00 _7 n5„r 40- T.D.S. 14 moi' I I N I.V.J. N I I -„ 0 N I N I o N M a N N / N RUE CMU PIER POSITION - OUTBOARD FACES SET FULL BRICK VENEER BELOW BRICK NEER BELOW BACK 3/” FROM WALL FACES ABOVE FLARED SHINGLE WALL FLARED SHINGLE WALL ` MINIMAZREATNGLES MINIMAL TO SLAB MINIMAL TO SLABR> II N00 00.CJ p I O $-p„ 11» 11» 14» 11 14 1 CONCRETE PORCH SLAB $— o 7„ -1'-2" OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER CONCRETE STEPS CONC E E STEPS -4 ``' I -2'-�� iU-) 2'-0" 7'-0" 2' 0" 1" 8'-1" 2' 3' 2" 2' 0" 7'-0" 2' 11'- " 2' 0" TRUE CORNER CMU PIER HIN CUT BRICK ADHERED TO FACE OF STEM WALL POSITION SET BY CENTERLINE WHERE FLARE HATCH NOT SHOWN x-- [1DIMENSIONS 4'-8» ` 9'-9" _� 17 ) 11 TRUE CMU PIER POSITION S TH FACE 01 CMU SET BACK 3/" 10 9 SOUTH tCE OF WALL ABOV 15 15 IF 7'-2„ 9'-1' BRICK VENEER BELOW FLARED SHINGLE WALL 11 15 2 19 13 5 17 15 5'-3" 7'-6" 5'-3" Ir 18'-0" 72'-8» 85'-8" 14 15 20 15 15 17 TRUE CMU PIER POSITION SOUTH FACE OF CMU SET BACK 3/" FROM SOUTH FACE OF WALL ABOVE 24'-0" 13'- 21 16 18 15 OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER 12'-3" 13'-0" OUTLINE OF BRICK VENEER AT BASE OF FLARED SHINGLE PIER w o �Q �o Ww �w �H N O CONCEPTUAL FOUNDATION PLAN 4,92 10-10-17 03-16-18 JAMES W DUPREE III ARCHITECT AR -0010382 N -ILI WATER LINE LIGHTS RECESSED AT POOL TROUGH BOTTOM EXISTING TERRACEII II _ , D SECTION SUN POOL DECK,+18 8 � SECTION POOL DECK WATER LINE C"42' 0" -1 R' N POOL DECK POOL POOL LIGHTS WATER LINE POOL RECESSED POOL LIGHTS TRO LIP AT WATER WATER LINE LEVEL POOL CDRECESSED POOL LIGHTS 4" - o LnN OSECTI❑N OSECTION TROUITH LIP ®1/4" ABOVE WATER POOL Ln RECESSED POOL LIGHTSLn i RO H 10N WATER S RECESSED AT POOL TROUGH BOTTOM CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER 0 EXISTING TERRACE PRECAST URN PRECAST PIER CAP BRICK VENEER OVER WATER LINE APPLY THIN BRICK TO FACE OF EXISTING BULKHEAD 1z-3" EXISTING TERRACE WATER LINE 18'-8" NEW CAP FROM NEW POOL WALL TO PROJECT OVER EXISTING BULKHEAD Z+15W POOL WALL EXISTING BULKHEAD „'_v"EXISTING TERRACE I— UNDERWATER POOL LIGHTS U O CL 1 UNDERWATER POOL LIGHTS 0 I N UNDERWATER GENERAL NOTE: ALL LIGHT FIXTURES TO BE POOL LIGHTS E E LED AS APPROVED BY FLORIDA WILDLIFE COMMISSION FOR AREAS ADJACENT TO POTENTIAL SEA TURTLE NESTING 27'-0" 24'4° WALK AY 2'-8" 22'-6" —.A( B 3 RECESSED UNDERWATER POOL LIGHTS AT BOTTOM OF TROUGH D PLAN WALKWAY J L CODE REQUIRED CODE REQUIRED ,,,,,,, E SECTI❑N CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER AT AREA EAST OF FENCE GATE 7// 'IYI 4'-0" of ALKWA .1 1n' EQUAL F SECTI❑N 32'-0" SPILL-OVER a•• WATER LINE EQUAL 7'-4„ —R" SED AT POOL TROUGH BOTTOM EQUAL CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER AT AREA EAST OF FENCE GATE 2'-8„ 1.>-Q 5'-10" i WALKWAY _L d'—R" oo O o0 C o //,bLl Lu N M N W O 00 N C 'O a W cn W Q i�W WW�U� Q A4 • a 111AI o �w za //-C( + +� ry - /% j/// j/�/ /� j /j j ///LLJ LLJW I- / / z O /j / j% /% /� . CD 0 oo 00 t72� /// 4 b' -001 + -8" C i 1 N 22'-6" —.A( B 3 RECESSED UNDERWATER POOL LIGHTS AT BOTTOM OF TROUGH D PLAN WALKWAY J L CODE REQUIRED CODE REQUIRED ,,,,,,, E SECTI❑N CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER AT AREA EAST OF FENCE GATE 7// 'IYI 4'-0" of ALKWA .1 1n' EQUAL F SECTI❑N 32'-0" SPILL-OVER a•• WATER LINE EQUAL 7'-4„ —R" SED AT POOL TROUGH BOTTOM EQUAL CODE REQUIRED SWIMMING POOL ENCLOSURE BARRIER AT AREA EAST OF FENCE GATE 2'-8„ 1.>-Q 5'-10" i WALKWAY _L d'—R" w oo O o0 C o O N M N W O �o Ww N C 'O a W cn W Q i�W WW�U� Q A4 • a o �w za w o xQ w �o Ww QU �w w Wa �h Q N O Q A4 CONCEPTUAL SWIMMING POOL DESIGN 4.3 10-10-17 JAMES W, QUPREE III ARCHITECT AR -0010382 BRICK VENEER CHIMNEY OVER CMU WALLS PROVIDE MECHANICAL 38 46 VESTIBULE 1Ld 10 SHEIVES ++ + + + + FLOOR - - e _ — _ - 49 "RE�ESS � S1 r ++`+'+'+`< + + + ++'+`++++++' TRUSSES I I ++++++ +++++ + +++ + ++++ +++++ ++++++++++ J B.O.BM. 9'-4" FF �.�-.— II „ + + + + + + + + + ++ + + +tad ,c,.,,� ++ + + + + + + it + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + g +++++++++ ++ ++++ +++ ++ +++ ++ +++ ++ +++ ++ +++ ++ + + + vA BEDROOM 1 cLNc —11" FF ; I II I� D 9' AZEK PVC DECKING OVER — + + * + * * * + * * * * * * * * * * * * 3s" AFF 45 SLEEPERS OVER CONCRETE +*++ +++ `++ + ++++ +`++ +`++ LINEN I SLOPED TO DRAIN 3 —� +++++ _,_� ��+ ++++++ LAv Lav if + + + + + + + + + + + + + + + + + + t + �' '� + + +'+*+++`+ *+ ` e - -- — '-4' TO 11'-9" 44 At— CEILIN 10'-4" CEILING _ 52 9 12 ++++ I++ tVALTE CMPI ++ ( — — �� LERY — --D 1 ' CEILI 40 `+'*++++;� 4" To LAT +' +�l I I 3 l D ! ( ! I 6 + + + + 66 7 GAL ERY 63 ++++++ + + + _J - OOD RAILING AS BARRIER TO ( ++++++++ + + +++,++ +++ *+ .+. L�5 I I I (( j 8KY IGH LIGHT LIGHT — BALCONY1 Ln 13 ,. EDGE OF FLOOR OPENING AT I +*+++* +++++,+++,++ t + ' * *+ ,** ( ==may ( I� STAIR + t + + j L D 9'-4" CEILING 9'-4" CEILING 9'-4" CEILING i' ++++ ++++++++ +++ ' CEILING S DSTUD WALL INFILL 9 -4 CEILING i D30 E OW CONC. LINTEL NICHE -CABINETS ! cc tA—CLOSET 2 -- . 5 I D I( II I 41 MIRROR M. CLOSET 1 ST. 1 MASTER BEDROOM I 62 ( IIS DUTCH GABLE ABOVE HIP VEST.2 CLOSET 2 GUNISAFE 9'-4" CEILING 9'-4" FILING VAULTED CEILING k" I ( AT ROOF /( 9'-4' To- 11'-9' 32�F I ,. !I I 2 ID - �V II I� �7 11 EDROOM - - - -- FLOOR DRAINS 60 SEAT 42 _ 9' 4" FILING TYP. U.0 N.L s � 14 + + + + + + +`+ J V �R+++ M. UNDRY o I „ + * * + + * * + + + + + + + WAD I I I j - �- - MIN. 36 HIGH RAILING *+ +tt++++++t++ �' j ++++++++++ + + + + ____--- CLNG. 9'-11 FF (f I I -_ __ _ - _ WITH PICKET BALUSTERS + ++++ ++ +++++++++ F/7** ***** *+ *0 i III TO MATCH EXISTING +++ +++ + +++++++++ I I III RAILING AT GUEST HOUSE ++ + +++++ +++++ ++ + -� -- +++ ++ + +++++++t+. ++ ++++ +++++++++ + +++++ t+++/1 61 LOCATE MECHANICAL ," +" + + + + ++t+++++++ ++++t + UPPER/ WC 56 1 CEILIN � D I �� SHAFT AT CLOSET ', + + + t + + + + + LOWER CORNER AS REQUIRED RECE ® F OCR 6" AF + +++*++ +++++'+++ CABS D III 58 VE 2 43 T sEs D III a, I 8 D LAV I 9 ( CEI ` A IVE II 14 1 34 BAT 4 / Eck i =—_ — —�� I 11 \< IF 9' 4"CEILING TYP. U.O.N. _ -- - - LINEAR HATCH INDICATES AREA OF \� 45 4 47 M. BAT p 11 51 S2 C53 _ I 14" DEPTH FLOOR TRUSSES TO ACCOMMODATE HIGHER PORCH CEILING BELOW 48`, PASSAGE TRIMMED AS LARGE CONSIDER GUN SAFE _--_ CASED OPENING WITH PANELE 17 18 OCATION DURING FLOOR — = -._ _ 17 17 TRUSS DESIGN SIDES 49 14 15 A41�20 21 16 LINEAR HATCH INDICATES AREA OF 15 15 17 18 15 14" DEPTH FLOOR TRUSSES TO 9 15 ACCOMMODATE HIGHER PORCH 15 DECORATIVE BEAMS INTERSECTING CEILING BELOW AT DECORATIVE CORNER POST AT UNDERSIDE OF SOFFIT 11 12 19 rl 3% GENERAL NOTES: 15 15 17 15 1ALL EXTERIOR WALLS TO BE 9" ICF WITH 4" SECOND FLOOR FLOOR COVERED PORCH AREA=462 GSF . CONTINUOUS CONCRETE CORES SECOND FLOOR CONDITIONED AREA -2483 GSF 2. INTERIOR WALLS TO BE COMPOSED OF 2X4 WOOD STUD SECOND FLOOR CONDITIONED VOLUME -- FRAMING OR 2X6 AS NOTED OR REQUIRED. SECOND FLOOR NET CONDITIONED 3. CEILING HEIGHTS MEASURE FROM TOP OF PLYWOOD AT AREA -2307 NSF X9.33-21,524 CUFT INTERIOR FLOOR TO UNDERSIDE OF FRAMING. 4. DIMENSIONS NOTED AS "F.O.TRIM" REFER TO OUTBOARD ATTIC NET CONDITIONED VOLUME -9760 CUFT FACE OF TRIM. w o �Q w �o Ww QU �w w w� w Q U W � �Q w o �Q w �o Ww QU �w w w� w �a H 0 � �Q N W E S 2' 4' 8' SECOND FLOOR PLAN 5 10-10-17 03-16-18 3 .-Z,�,• f k�,, jAMLS W DUPREE ill -ARCHITECT AR -0010382 2'-11" 3'-0" 7" 3'-0" OF BELO 31'-5" 3'-0" 3'-2�" 3,-0„ - ..... ....... CLOSET M N OFFICE O ICE ESTIBULE CD (i o I — — — I I 11 N I N I i Ln + R +++ +1+ „I+ ++ }++ ++ " �4 ++ t ++ 00 +++ 7^ ++ ++ 1 +1 9 ++ ++ ++ + + + + + ++#+ + ++ + ++ + + M + + + r ++++i + i 4 + + + + I + °© + + N + +�+ + + XE+ + + + F5�F t _ + n + + + ++ +++ _ _ 'Te4' 9" + + + + + + + + Iy + + + + + + ++ + �/ Q0 10'-0" N z�. 4'-8n 1'-11" I. 3'-0" OG 3'-0" 26'-0" 85'-8" 16'-6" 1'-10" 3'-0" 1'-10" 3'-0" .10", 3'-0" 3'-0" OF BELO 10'-q" FCLOSET 1 I R R 5'-10" 4'-2" ;�5)-10' II I i� �' HALL '� Lo Io -p„ i 7'- d 3 CD i 5'-0' 4_10" � BATH 1 7 � LINEN 1 3'-7j," �� »� II '_2" !t 8 3-0 W 1 _ 6 - I I I 1 I� ++++++++ +++{. OI CT I 11 + ++++++ + + + + + + VESTIBULE 1 �, Lc, — — — _ — — (S4 00 + +,+. + + + + ++++++++ ++ / N / N N I 1 I oo // +++ _ n -+++++ ++++.+.+++4 I + 5 -11 , + + + 4.0, HVA BEDROOM 1 R -ti 3/4" *+ +'+++++++++� `+ LINEN i 2'-3' 3'-10" 3n uj 4'- 1 " C, C14 T R _-DXf ----_ i J o 1 €v. -GALL ERY _ AL ERY T 1P� 8 %4 I I I li II / \\ V STIBUL I o V)STI UL J" l 1 t1� �' 4'-10> �� 1'-1pn' 4- 02 1 - 0j 4'_ pn M, _ - - t i -6 1/� I I Ii BAL ONY ! 4 7 6'-9" y — - - - — 6'-9" I I I Z7P- I 1 N I I I 7'-7„ 4, 1„ � 8'_p» 4' 11�n _2,) 7 _» 4> 3» II I I NICHE co � F M. CLOS T 2 i M. CLOSET 1 VAST. 1 N MASTER BEDROOM VEST CLOSET 2 ;�" 2'-3" �� I I o ca 1 I " 5'-1 " 8'-�' 3'-10 "`i 6'-7j" 5'-1" 6'-1 " 4'-2" 5'-10' i I e I (� Lo I 5 I II ! 1i 5'-$" I 7'-10" II I AUNDRY ' ( I oo I I o oo + + + + + + + + + + + + p I� �. - — — — -- — + R + + # + + + + + + I ncn + + + + + + -r R+ + + + + + + + N ++++ +}++ I+++++ + �i 11 II ++++%+ + + + + + + + � A . / 3 + +8 + , 9» l ' +++++5+* +++++++ _p' 6 -qn. WC -� +++++++}++48 ++++++++++ AFF i 2 7 3-10 2 7 - VE 2 j RI/15' 10" I ___�__1 I III \ x IJ1, R � c-4 --- / � I I BA2I g» ,_6n 7» - » - ,f , \ , n I r d 9' 0 17" 2 6 6 8 /1 N I TRUE 12X12 CMU PIER POSITION - SET BY CENTERLINE DIMENSIONS SHOWN RELATIVE TO ICF WALL CORNER, ROOF RIDGE TO ALIGN WITH PIER CENTER PIER POSITION RELATIVE TO SURROUNDING MATERIALS -I I PIER POSITION RELATIVE _ J TO SURROUNDING MATERIALS 3,-6�„ 3'-0" 5'-8" 3'-0" 2,-„ 12'-10" TRUE 12X12 CMU PIER POSITION SET BY CENTERLINE DIMENSIONS SHOWN RELATIVE TO ICF WALL CORNER. ROOF RIDGE TO ALIGN WITH PIER CENTER. 7'-6" 5'-3" 18'-10" 22'-0" 18'-0" 24'-0" 12'-3" 72'-8" N W E S 2' 4' 8' SECOND FLOOR DIMENSION PLAN 10-10-17 03-16-18 JAMES *MLE f f ARCHITECT AR --0010382. Q �oN� z a O o0 Qx O O N M u W ca N W FTI O W Q Q Q Q! y N N W E S 2' 4' 8' SECOND FLOOR DIMENSION PLAN 10-10-17 03-16-18 JAMES *MLE f f ARCHITECT AR --0010382. Q z a w Qx 4 w u W ca N W �H O N W E S 2' 4' 8' SECOND FLOOR DIMENSION PLAN 10-10-17 03-16-18 JAMES *MLE f f ARCHITECT AR --0010382. I Ls DECORATIVE SOFFIT BEAM "B" ELEVATION M a � O N � O O N M o0 U O w Z waw B.O.BM. 8'-94"AFF Q W w U CLNG. 9'-11j"AFF W Q Q Q W N O w 0 5 O 9'-4" CEILING P. U.O.N. ® O w ( 9'-4" CEILING FLAT 11'-9" C OLIN cc (�cc eee� I B.O.BM. 9'-4"AFF 13 =13 ( I I CLNG. 9'-11 j"AFF I I AUTOMATICECTRIC FOLDING ATTIC STAIR L — L L L - - - �. •' VAULTED CEILING Li �lu IF 10'-4" CEILING 10'-4" CEILING 9'-4' TO 11'-9" A TO LAT�IATNGI '6fi 14 LI 14 CEILING- 9'410'- FILING ( I I SKYLIGHT SKYLIGHT SKYLIGHT ( ( ( I 4'-6" ( \ ( 9'-4" CEILINGF 9'-4" CEILING 9'-4" CEILING cc 10 - ILING 9'-4" CEILING 9'-4" CEILING 9'-4" CEILING VAULTED CEILING ® 0 9'-4' TO 11'-9" 9'-4"CEILING TYP. O.N. O B.O.BM. 9'-4"AFF O I --I CLNG. 9'-11j"AFF ® ® ® ® FLAT 11'-9" COLIN �D C) w Q W � 9' CEILING � 00 cp U w n B.O.BM. 8'-94"AFF w 9'-4"CEILING P. U.O.N. DECORATIVE SOFFIT BEAM B � N Ln N RA O GE E L NOTES. 2 7'-3" DECORATIVE SOFFIT BEAM A CEILING HEIGHTS ARE CONCEPTUALLY DECORATIVE POST AT SOFFIT EEAM INTERSECTION MEASURED TO UNDERSIDE OF FRAMING N WCD E S 7 3" 2' 4' 8' 62„ 6'-8' SECOND FLOOR Lc-� 1 --loo IN � _ ,N REFLECTED Lf_ 00 CEILING PLAN L� C, „ 81' 7 9 2 6 4'-2 601 09-20-17 DECORATIVE SOFFIT BEAM "A" ELEVATION 03-16-18 'lam NAMES W DUPREE it ;1RCN1 SECT: AR -0010382 C2 N i� i Ln VAULTED CEILING 0 V12 SLOPE WITH FLAT CENTER 31'-5" 16'-6" 24'—(in 12'-3" IOOF BELOW FIRST FLOOR ROOF BELOW VAULTED XILING 0 5/12 SLOPE FRO 4 WALL FACE TO END OF TRUSS. WITH FLA CENTER BLO KING AND FASCIA TRIM INCREASES 4'-0 OVE HANG DIMENSION TO 2'-2 Y" CHIMN EY N LO 4'-8- ROOF RIDGE TO PASS OVER CENTER OF CMU PIER AS DIMENSIONED HERI , y 74-7N,/ N ! II 4 LO " I 13 2 1 z _ - ! I i 1� h' aN ---- --,_ 0- - 000, co rz AUTOMATIC RIC FOLDING ATTIC STAIR 12 5/12 uj N 5/12 � oSKY IGHT LIGHT SKYLIGHT d I!( s ►I! !(! I 'II _II !!!IIII �r I IIII 1(III o`o 163 SLOPI SLOPE J j SLOPE nN( " '' __ ----- FACE I ri" E/ P VA 2'-1 p 6,—HGABLE 3 O 00, 0��►�-"[�-�,i J 26 —9" I 1 '-5" I 1 3" \♦ 15'-10" 1 " II I II W � 5 2 HANDLERS AT AIC. CONSULT MECH. ROTENTIAL SUBCONTRA TORNS FOR HVACIFOR ACTUAL LOCATIONuj W U O 2'-a I 7 11 h j I 14 00 0000 G '1 au I i II it F bi 0 � I! 8 ! 14 1 SL PE SLOP - I I /ILL.-- ----- - II _ _ ! --------------------------- --— ROOF RIDGE TO PASS OVER CENTER ---- -- --- --- - - OF CMU PIER AS DIMENSIONED r? VAULTED CEILING®5/12 SLOP N a _ WI H FLAT CENTER 1 ' W E 7 17 DECORATIVE 7'-3" 7'-6" 7'-3" 14 15 20 16 10 BEAM AT 22'-0" 15 15 17 2g 15 s HORIZONTAL 15 SOFFIT UNDER 9 2 ) 41 81 9 GABLE FACE EXTENDED SOFFIT GABLE FACE 2307 NSF 7'-2" 18'-10" 18'-0" 24'-0" 12'-3" ROOF GENERAL NOTES: PLAN 11 12 17 13 1. ROOF TO CONSIST OF CEDAR SHINGLES OVER SELF—ADHERING 15 15 17 15 WATERPROOF MEMBRANE OVER J" PLYWOOD SHEATHING OVER PRE—FABRICATED WOOD TRUSSES 2. UNDERSIDE OF ROOF SHEATHING OVER ENCLOSED LIVING AREA TO 7 RECEIVE 84" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION TO ACHIEVE R-30 VALUE AND COMPLETE AIR SEAL 3. INSULATION TO CONTAIN FIRE RETARDANT MATERIAL TO ACT AS CODE 09-28-17 COMPLIANT IGNITION BARRIER. QUALIFYING PRODUCTS INCLUDE DIMILEC APX 1.2 AND ICYNENE CLASSIC MAX. 03-16-18 4. ATTIC CONSIDERED PARTLY CONDITIONED SPACE WITH MECHANICALLY CONTROLLED HUMIDITY LEVEL 5. ATTIC SPACE MODELED TO BE APPROXIMATELY 9760 CUFT jAMES,W, OUPREE III ARCHITECT = AR -0010382 O O w W� O U��o� i�w WW�U� Wp;o�o �0 � N ROOF RIDGE TO PASS OVER CENTER OF CMU PIER AS DIMENSIONED HERI , y 74-7N,/ N ! II 4 LO " I 13 2 1 z _ - ! I i 1� h' aN ---- --,_ 0- - 000, co rz AUTOMATIC RIC FOLDING ATTIC STAIR 12 5/12 uj N 5/12 � oSKY IGHT LIGHT SKYLIGHT d I!( s ►I! !(! I 'II _II !!!IIII �r I IIII 1(III o`o 163 SLOPI SLOPE J j SLOPE nN( " '' __ ----- FACE I ri" E/ P VA 2'-1 p 6,—HGABLE 3 O 00, 0��►�-"[�-�,i J 26 —9" I 1 '-5" I 1 3" \♦ 15'-10" 1 " II I II W � 5 2 HANDLERS AT AIC. CONSULT MECH. ROTENTIAL SUBCONTRA TORNS FOR HVACIFOR ACTUAL LOCATIONuj W U O 2'-a I 7 11 h j I 14 00 0000 G '1 au I i II it F bi 0 � I! 8 ! 14 1 SL PE SLOP - I I /ILL.-- ----- - II _ _ ! --------------------------- --— ROOF RIDGE TO PASS OVER CENTER ---- -- --- --- - - OF CMU PIER AS DIMENSIONED r? VAULTED CEILING®5/12 SLOP N a _ WI H FLAT CENTER 1 ' W E 7 17 DECORATIVE 7'-3" 7'-6" 7'-3" 14 15 20 16 10 BEAM AT 22'-0" 15 15 17 2g 15 s HORIZONTAL 15 SOFFIT UNDER 9 2 ) 41 81 9 GABLE FACE EXTENDED SOFFIT GABLE FACE 2307 NSF 7'-2" 18'-10" 18'-0" 24'-0" 12'-3" ROOF GENERAL NOTES: PLAN 11 12 17 13 1. ROOF TO CONSIST OF CEDAR SHINGLES OVER SELF—ADHERING 15 15 17 15 WATERPROOF MEMBRANE OVER J" PLYWOOD SHEATHING OVER PRE—FABRICATED WOOD TRUSSES 2. UNDERSIDE OF ROOF SHEATHING OVER ENCLOSED LIVING AREA TO 7 RECEIVE 84" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION TO ACHIEVE R-30 VALUE AND COMPLETE AIR SEAL 3. INSULATION TO CONTAIN FIRE RETARDANT MATERIAL TO ACT AS CODE 09-28-17 COMPLIANT IGNITION BARRIER. QUALIFYING PRODUCTS INCLUDE DIMILEC APX 1.2 AND ICYNENE CLASSIC MAX. 03-16-18 4. ATTIC CONSIDERED PARTLY CONDITIONED SPACE WITH MECHANICALLY CONTROLLED HUMIDITY LEVEL 5. ATTIC SPACE MODELED TO BE APPROXIMATELY 9760 CUFT jAMES,W, OUPREE III ARCHITECT = AR -0010382 EXISTING GUEST COTTAGE 21'-7" PROPOSED NEW MAIN HOUSE N 00 `p � O - - - - - - - APPROXIMATE TOP OF ROOF _ - - 0+5� 02 1 /2 - _ SEPARATION ® O rN,.� - - - - - - - - - - - - - - - - - - - 12 WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, 5p IMPACT RATED WINDOW WITH "TURTLE GLASS", TYPICAL, �~-I�j- WITH DIVIDED LITES AS SHOWN. W O w SECOND FLOOR TOP OF WALL +4� -=3 3/4" PLATE r�-1 �0 a 0 a ❑ 0 0 ■ ■ ® ■ T ■ ■ HADDONSTONE A214 LARGE CLARENCE URN C PIER CAP -u 1k ❑❑ !� ~ W O ' HADDONSTONE S11 HADDONSTONE S110S PIER OF STRING ! LLEM LIJ, �� P � -1111-11 SECOND FLOOR TOP - +3{�— 3L4' 14, 11d PLYWOOD � r' N � HADDONSTONE E590 PINEAPPLE ! I' AND BASE I i HADDONSTONE A214 LARGE CLARENCE URN W � Q � HADDONSTONE S1506 PIR HADDONSTONE S150C BLOC PIER CA _ I 1 it HADDONSTONE S110C PIER CAP W N P-� W Z a FIRST FLOOR TOP OF PLYWD ASf 00 N Ell II I HADDONSTONE S110S PIER STRINGiLl HADDONSTONE A300 FONTAINBLEAU URN P -r m1t "FINISHED FLOOR" l a 1k �l i1- �l i HADDONSTONE S100C PIER CAP HADDONSTONE S100S PIER STRING FIRST FLOOR TOP OF SLAB +19 -3 -L_ LLL)] �, L L 1LL LL .� �l -' r -_� r t. - - - CALCULATED AVERAGE GRADE AT +1g 6'_2" NINE 1E 111111111 1111111110HII OIIHIII]illlllllmllllnnrFinnrnnnninnn 11 m I rm m I mr mm I r I NUN 16.2 NAND - _ ill MIN. 4' HIGH WOOD BOARD PRIVACY AND POOL FENCE MIN. 4' HIGH WHITE PAINTED ALUMINUM POOL FENCE MIN. 4' HIGH WHITE PAINTED ALUMINUM POOL ENCLOSURE FENCE NEW ACCESS STAIRS WITH ALUMINUM HANDRAILS TO REPLACE EXISTING _ SOUTH COMPOSITE BUILDING ELEVATION W EXISTING COTTAGE BEYOND PROPOSED NEW MAIN HOUSE PROPOSED NEW MAIN HOUSE ol 50'-2 1 2" TOP OF ROOF 12 WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, 51p F--1 IMPACT RATED WINDOW WITH "TURTLE o� _ GLASS", WITH DIVIDED TYPICAL, LITES AS SHOWN. O SECOND FLOOR TOP OF WALL 41'-3 3 4" Z - - PLANAw - - 7� - - - - - - - - - - - - - - - - - - - i rN _N '� - � W SECOND FLOOR TOP OF l I M `* CD - - PLYW�OD - - - - 0 12 I I I - - - - Wo I PIR N `V ! f a �i; a HADDONSTONES110C HADDONSTONE S CAP STRING - ( ! �I HADDONSTONE OBELISK E550 A,B,C,D ►►►""��111 10S PIER FIRST FLOOR TOP "FINISHED FLOOR OF PLYWD A i ! Li l,s :` HADDONSTONE HADDONSTONE S950C PER CAPWUNIAIN Ill Hill 111111111111111 iminimimillitinyin BLOCK s �.` i' r I- �_.1i.. i.� Ji B120HADDASTONE BASE 8120 A,B N 1208 PIER _ .._ FIRST FLOOR TOP OF SLAB n �; 1 j. + 19'- 3 F-1 F-1 . 1249 1 ❑❑❑❑❑❑ ❑❑❑❑❑❑ I ' -� I CALCULATED AVERA -NAND +16'-2" I TNJ 76:2 - - - - - - - - - - - M EXISTING COTTAGE TO REMAIN EAST COMPOSITE BUILDING ELEVATIO WEST COMPOSITE BUILDING ELEVATION N W E S PROPOSED NEW MAIN HOUSE 21'-7" EXISTING GUEST COTTAGE — — — — S'""G"'S — — — — — — — — APPROXIMATE SEPARATION — — — — — — — — — — — 4- ' 8' � 6 TOP OF ROOF — — +50'-2 1 2" — — — — — — — — — — P — — — WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, 51E �Y 51p IMPACT RATED WINDOW WITH "TURTLE T_ GLASS", TYPICAL, ss WITH DIVIDED LITES AS SHOWN. SECOND FLOOR TOP - OF WALL +41'=3 3 4" - - - - - - - - COMPOSITE PLATE - - - - - - - - - -— — 3 fi c; - - TMil ❑ a T � 4 � BUILDING ELEVATIONS Mall SECOND FLOOR TOP OF +31'-11 3/4" � lt� PLYWOOD o , N I I 1I ❑ �r_ 1 o II o _ 1 I I I �l o 0 u I ill, Hill 11 Il � ❑ ❑ ❑ ❑ 1 ! l� , 1111 1 �J J I' 1L11 � _11J,1 FIRST FLOOR TOP OF "FINISHED PLYWD AS lll LL i Lam' . T 1111 al L L I�. �1-.11_112.' L1LJ' 1{11_ ' I , 10-10-17 p FLOOR" -J i; - I I a a a a -� FIRST FLOOR TOP OF SLAB 1 � 03-16-18 CALCULATED AVERAGE - GRADE AT " -d4+16'-2- - - - - - 16.2 NAND - - - - - - - - - - - - - - - - NEW ACCESS STAIRS REPLACE EXISTING MIN, 4' MAX. 5' HIGH WHITE ALUMINUM PICKET POOL FENCE 4' HIGH WHITE BOARD ON BOARD PRIVACY AND POOL ENCLOSUR FENCE 6' HIGH WHITE BOARD ON BOARD PRIVACY FENCE 4' HIGH WHITE BOARD ON BOARD PRIVACY FENCE NORTH COMPOSITE BUILDING ELEVATION '.� AR -(3010382 j4+50 -2 1/2,, TOP OF ROOF U 12 STENCIL CUT WHITE PAINTED PVC WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, 51 DECORATIVE BEAM AS WHITE PAINTED LAMINATED PVC SET BACK FROM FASCIA FLUSH WITH PLANE OF SHEET OVER BLUE PAINTED PVC SHEET. ARCHITECT WILL PROVIDE ACAD FILE OR FULL SIZE PRINT IMPACT RATED WINDOW WITH TURTLE GLASS", TYPICAL, BLUE PAINTED W W W U � ►-a W ICF FOAM AND CUT TO PROFILE SHOWN, BEAM FOR STENCIL CUT: WITH DIVIDED LITES AS SHOWN. FIXED FIBERGLASS SHUTTERS a Z W w TERMINATES INTO VERTICAL DROPPED PVC POST AT SOFFIT CORNER WITH PYRAMID BOTTOM CUT. SIMILAR QW U W uBEAM SOUTH WALLUOFSODROPPED HOUSE. SSYMMETRICAL EACHK TO SIDE OF GABLE. I aW -- -- -- -- -- - -- +41 '-33 4" -� SECOND FLOOR TOP -- -- OF WALL W�w � � - - - -- - iI �l I I PLATE -- �� a Oo o a LLLMi jjLjLjj I Li -00 WHITE PAINTED SAPELE MAHOGANY RAILING SYSTEM WITH '- II � NATURAL STAINED CAP TO MATCH CUSTOM ORNAMENTAL PVC � - -� - I - i - a - BLOCKS �I _ , .- - _ . � L , _ - - - - - _3V4" SECOND FLOOR TOP OF - I I .I I Ll 71711 Lj -CDOUTDOOR TV IILl Lil I� (V II WHITE PAINTED SAPELE MAHOGANY OR FIBERGLASS FIXED IN PLACE BLUE PAINTED - �- FIXED FIBERGLASS SHUTTERS MOUNTED AS IF OVER A WINDOW ! ( AND TRIMMED AS SAME 1 ( J j -I I I - ?, I� I � Li i OPEN LOUVERED SHUTTERS STONE COVERED COUNTER WITH ANDTCAB CABINETRY STEEL GRILL �l � 1 I 4} I 1--I--- r , Ll WHITE PAINTED BRICK VENEER - -; II I e� �'� ,-� I _ (1' +19'-3 3 4" FIRST FLOOR TOP OF PLYWOOD AS FINISHED FLOOR LIT i �_�l T � _ + 1 9 , - 3 „ FIRST FLOOR T 0 P OF S LA B �I 11 LJ- �� r z - -_ -- -- -- -- - -- " CALCULATED AVERAGE GRADE AT Z O 16 2' NAVD W �, W � UW MAIN HOUSE SOUTH ELEVATION W W TOP O F ROOF + 5 0' - 2 1 Z 2 " __ -_ -- CEDAR SHAKE ROOF - -- -- -_ _ __ -_ -- -- -- -_ WHITE PAINTED PVC TRIM CLAY CHIMNEY POT WITH RAINGUARD CAP 12 WHITE FIBERGLASS CLAD OR D ALUMINUM CLAD WOOD, _ L _L IMPACT RATED WINDOW WITH "TURTLE GLASS", TYPICAL, WHITE PAINTED BRICK VENEER OVER PRECAST CHIMNEY WITH DIVIDED LITES AS SHOWN. BLUE PAINTED FIXED FIBERGLASS SHUTTERS SECOND FLOOR TOP OF WALL_ + 41 ' - 3 3 4" STENCIL CUT WHITE PAINTED PVC IRV- PLATE -- - DECORATIVE PVC BLOCK -B1 CEDAR SHAKE ROOFJL -- _ -L i 11 2-1- - - -- -- - !, jL� I - - " - FLYOVER B1IIF7AiRTED -P/C- - - SHEET. ARCHITECT WILL PROVIDE ACAD FILE OR FULL SIZE PRINT FOR STENCIL CUT. --- -- P.T. PINE ROOF FRAMING COVERED WITH PVC TRIM j �- 1 Imo- �} - DECORATIVE PVC BLOCK -B1 WHITE PAINTED CEDAR SHINGLES BLUE PAINTED FIBERGLASS OPEN LOUVERED SHUTTERS N w E STRUCTURAL STAINLESS STEEL BRACKETS WITH DECORATIVE PVC CASING FIXED IN PLACE L ELL SECOND FLOOR TOP OF '� -- -- -- + -1 4 ( / _ o ° °'�� ° ®® I ;i IIS !; WHITE PAINTED PVC TRIM M PLYWOOD DECORATIVE PVC BLOCK -B1 0 12 4 _ I ( - j I I (� I�� I I - �� -- -- -- WHITE CLAD WOOD WINDOWS 9 7 , 4 8 CMU PLANTER WITH WHITE BRICK VENEER AND STONE CAP � � I L111 _LL i � I( y i - - 4 y ®® BLUE PAINTED FIXED FIBERGLASS SHUTTERSoil 7 IL CMU MASONRY PIERS WITH BRICK VENEER AND CAST STONE CAPS AT 0O LLTT CORNERS OF PT WOOD FRAMED FENCE WITH CEMENTITIOUS BOARD COVER L J SHIINGLESI OVER FPVCETRIMEDAR MAIN HOUSE BUILDING FIRST FLOOR TOP OF PLYWD AS „FINISHED --�L II -�1 I I II ILILI --� �� i_Ja 'I CAST CONCRETE GARDEN ORNAMENT ELEVATIONS FLOOR" +19'-3 4" -- - _r _ I STONE TILE COVERED CONCRETE STEPS FIRST FLOOR TOP OF SLAB +19'-3 L -= WHITE PAINTED BRICK VENEER CALCULATED AVERAGE GRADE AT +16 -2 ,_�_ � - --^ -- -- --- J- 7 __ T 1 � r 1L -TLTI r-_ s L1 ,:- �-r1 - STONE WALKING SURFACE AT TERRACE AND STEPS 10-10-1� 03-16-18 _ I �V - --- -_ __ ---- - --- -- - -. _._._ -- - --- - -- ----- ___ ___---------- -------- — --- HOUSE WEST ELEVATION ARC '�TE.-CT AR-0010382MAIN TOP OF ROOF _ - +50'= 2„- - SKYLIGHTS -- -- -- - -- -- -- -- -- -- -- -- N � N O aC'A - - - it M 00 - w 12 5 r_T - 12 C% WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, IMPACT RATED WINDOW WITH W H w "TURTLE GLASS", TYPICAL, QW w W � U CIA-' y =: WITH DIVIDED LITES AS SHOWN. H � SECOND FLOOR TOP OF WALL +41 =4 PLATE -� LLLLi ILLIII. F.1 o L - � U j � I j i� LttI jIL ffl_uLdiul All I! ��_ I _l r. !_ � �_. _ I�L_ ! U-Lll_ LLLLILALI - I!�_1_l�L�� !! �_— i � _ ' i i 1 i _ i 11 1 f � 111 SECOND FLOOR TOP OF +31'= 1 1 3/z — P LY W 0 0 D — — — — I - L a�_ _ = z I- J11-111 -- 71 I -�LJOE r ® IL I � - j �L -� !!� _Ll !IL IL LLjI 1� _ ( ® it ! I I FIRST FLOOR TOP OF PLYWD AS �-, Hr a_- _ 11MALL _lj �- _ �_ - I :_ :_ T - � Y "FINISHEDL11 I —! I -- 19'-3 3 4 _ —__ j — i r -f- j - r I � .,-.• i ter- � _ L j _ � L - I FIRST FLOOR TOP 0 F SLAB TL t _. __�� y r - Z - - -•- ___r __ t - -- _,_ _r.._r._ _.- .._, r ._ J-r.:. T �.1 A C ULAT ED AVERAGE A GRAD E AT C L 9 f7 _ _T TL..-1 ... ,._, -, - .� , -_- -. _ .....ice �- ,. _ _ _ -__- ___ -:.-_ __:- , . — — 1 6.2T NAVD � O o, i w w MAI HOUSE NORTH TH ELEVATION N OUS O U W w� 3'-9" N STENCIL CUT WHITE PAINTED PVC SHEET CT BLUEPAINTED + 5 0' - 2 1Z 2 ” TOP OF ROOF �T� W ' _ ACAD FILE OR FULL SIZE PRINT FOR STENCIL CUT. _ - LAY CHIMNEY POT WITH RAIN 12 ! , CAP. BUFF COLORED CLAY OR SALT GLAZED FOR BROWN FINISH WHITE FIBERGLASS CLAD OR ALUMINUM CLAD WOOD, CCA PRESERVATIVE TREATED CEDAR SHAKE ROOFING, TYPICAL IMPACT RATED WINDOW WITH "TURTLE GLASS", TYPICAL, - MASONRY PIERS WRAPPED IN WITH DIVIDED LITES AS SHOWN. zT_� _ T � WHITE PAINTED PVC TRIM -- -- -- -- -- +41 '-3 3/4" SECOND FLOOR TOP OF WALL -- --- -- -- -- -- -- — — --- -- -- PLATE 1 WHITE PAINTED SAPELE ® (� � MAHOGANY RAILING SYSTEM WITH NATURAL STAINED CAP TO MATCH SAME AT GUEST COTTAGE N W E L 7 - i 1 3/4" SECOND FLOOR TOP OF PLYWOOD _ j AFI 2) 4' ' I _ j WHITE PAINTED BRICK VENEER OVER CMU CHIMNEY - MASONRY PIERS WRAPPED IN LL ! _ WHITE PAINTED CEDAR SHINGLES AND WHITE PAINTED BRICK VENEER AT BASE MAIN HOUSE BUILDING WATER JAR WITH SPILL OVER FOUNTAIN �_-L �! � - 19 3 4" FIRST FLOOR TOP OF PLYWOOD AS ELEVATIONS — - FINISHED FLOOR 10T -- -- 711 r —�" _ L=; +19)-3)) FIRST FLOOR TOP OF SLAB — — — — — _ — + 1 6'-2" CALCULATED AVERAGE _ 16 2 NAVD j GRADE ATLIL 10-10-17 03-16-18 ! �T ELEVATION MAIN HOUSE EAS JAM' : DIJ�REL Iil� ARCHITECT AR-0010382 I 24 12 5 K i z5 12 5� 12 5F��-�/ BEDROOM 2 1111 BATH 2 M. CLOSET 1 o CD 0 F 22 LIVING i STER BEDR L 25 i BALCONY 111101110 co +50'-2 1 Z2 +41'-3 3 "T.O.WALL PLATE _ + 31 '-I 1 3 4T. O . P LYW D ._ MM — — 00 O N N M 0 d. 00 O w Q W W W U .a u�wo W � � � tiw Za Y Y23 H H'23 23 00 M. BATH � ��2 � MASTER BEDROOM 1 __ BALCONY rFobl 1 -00 +41'-3 3Z4"T.O.WALL PLATE N W T E S 2' 4' 8' 3o MAIN HOUSE BUILDING TOP OF PLYWD AS FINISHED FLOOR - - _ SECTIONS +19'-3 3 4" -- -- -- -' + 19'-3" T.O.SLAB �? +16'-2" C.A.G. 10-10-17 POOL ! 03-16-18 T TRQU. T: YW�,,,UPREEill ARCCECT AR -0010382 12 5 o- LIHL -1 STAIR HALL i �I i OBUILDING SECTION 26 i _i -I VESTIBULE 1 j HVAC Fm 12 5 LIVING BEDROOM 1 BALCONY Ml�t I co 1211' co +50'- 2 -LZ 2" _ �14+41-'-3-34/4"T.O.WALL PLA 64 i J,,+31 '=1 1 3 4"T.O.PLYWD.M 2"- 00 Ic 00 TOP OF PL_YWD AS M rik+ 19 - 33/4Imp + 1 9 3" T.O. LAB TE Q a + 16'- C.A. G. �D O - - Fri TOP OF PL_YWD AS FINISHED FLOOR rik+ 19 - 33/4Imp + 1 9 3" T.O. LAB Q - -- + 16'- C.A. G. �D O - - -2" _ ww � W �W F-� W W O hoR �` LINEN 1 BATH 1 WC 1 H FICE VESTIBULE OFFICE H7i 4' 4" a 'UG1�'' ff",T,R, L I _,_.. i 11 BUILDING SECTION —m ---- VAULTED CEILING OFFICE 11 I— — A 12 21 4 C ELEV. 12 B 5D 21 STAT NMI BUILDING SECTI❑N ��iid�w�u�m,uu� BEDROOM 2 — — � jk� 50'= 2 1 2" CI 00 +41'— 3 4" SKYLIGHTS -.L- 12 5� C 1 SHOWEF 1 LINEN GALLERYM. 'LOSET 2 lilt I 1 '10 jk+50' ,-6+41'— ,-6,+ -6+41'— ,�.+ 31 ' — A+19it IRV _ + 16 i OBUILDING SECTION 12 M=HAo�Ea M. Elm OBUILDING SECTI❑N w oMo ON� 00 o W"c s H 111 N W� �o 11 Ww 4 w u wU �H N cn��ww� �a ON O ,I 11 BUILDING SECTION —m ---- VAULTED CEILING OFFICE 11 I— — A 12 21 4 C ELEV. 12 B 5D 21 STAT NMI BUILDING SECTI❑N ��iid�w�u�m,uu� BEDROOM 2 — — � jk� 50'= 2 1 2" CI 00 +41'— 3 4" SKYLIGHTS -.L- 12 5� C 1 SHOWEF 1 LINEN GALLERYM. 'LOSET 2 lilt I 1 '10 jk+50' ,-6+41'— ,-6,+ -6+41'— ,�.+ 31 ' — A+19it IRV _ + 16 i OBUILDING SECTION 12 M=HAo�Ea M. Elm OBUILDING SECTI❑N N W :L)E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 - - 10-10-17 03-16-18 Jr,MES '✓v AKH1TEC 1 AR --0010382 w oMo ON� 00 o W"c o H Q N W� �o Ww 4 w u wU �H N cn��ww� �a O Q • � � U � W O - T � tiwNWAx-{ Z N W :L)E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 - - 10-10-17 03-16-18 Jr,MES '✓v AKH1TEC 1 AR --0010382 w o Q W� �o Ww 4 w u wU �H N W �a O Q GQ N W :L)E S 2' 4' 8' MAIN HOUSE BUILDING SECTIONS 15 - - 10-10-17 03-16-18 Jr,MES '✓v AKH1TEC 1 AR --0010382 I,MINEFII�ll�l�llill FENSOUTHEASTIN 110 1 11 PORCH i 1p peg Prr---M��M� r M=--- -7 Frm---, NO M-1- 1 FIMI, M- I mi, 11 as - I i' 1 Imlll��l/111� ii � mail im 1 - I � �1 ��ji�� 1/I■111 ■■ 1�� - I�IID�II1 nlll � m SIM ml �I�� _•• max.. � ..�.�; ' WA STAIR E-: uL < GALLERY HALL LI E., %NMI niFli NADDONSTONE A214 LARGE CLARENCE URN WDONSTONE SIIOC PIER CAP NADDONSTONE S110S PIER STRING NADDONSTONE E590 PINEAPPLE AND BASE NAD ONSTONE S150B PIER BLOCK __.I KITCHEN NADDONSTONE S150C PIER CAP,0 OYEll F -I -1� 11101 lime 1 11 Iku-, a MATERIAL INSTALLATION NOTES MARK NOTES � � ALL MATERIALS TO BE INSTALLED PER MANUFACTURER AND SUPPLIER RECOMMENDATIONS AS WELL AS REQUIREMENTS LISTED IN THE GENERAL FLORIDA BUILDING CODE (FBC) OR AS SPECIFIED IN FLORIDA PRODUCT APPROVAL DESCRIPTIONS. WHERE RECOMMENDATIONS � CONFLICT WITH NOTES BELLOW, CONSULT ARCHITECT TO DETERMINE PROPER SPECIFICATION AND INSTALLATION METHODS. o AT WOOD ROOF: 5/8" THICK X 18" LONG CERTI—SAWN TAPERSAWN WESTERN RED CEDAR SHAKES WITH CERTI—LAST CCA PRESERVATIVE TREATMENT AND 100% EDGE GRAIN AND FLORIDA CODE APPROVAL. SHAKES LAID WITH 5-1/2" EXPOSURE TO WEATHER WITH 1/4" KEYWAYS, FASTENED WITH 2 STAINLESS STEEL NAILS, (316 GRADE), INTERLAID AT EACH LAPPING COURSE WITH AN 18" W WIDE STRIP OF 30# ASPHALT IMPREGNATED FELT, (TYPE 2 PER ASTM D 226), SET BACK 1 1 " FROM THE BOTTOM OF EACH SHAKE, ALL OVER CONTINUOUS LAYER OF CEDAR BREATHER CONTINUOUS VENTILATION SHEET BY BENJAMIN OBDYKE WITH BUTT JOINTS OVER QU U LAPPING SHEETS OF 30# ASTM 226—TYPE 2 FELT AND A 36" STRIP OF POLYGLASS POLYSTICK TU MAX WATERPROOF MEMBRANE AT am EAVE EDGES AND VALLEYS. OPTION TO USE SELF—ADHERING MEMBRANE SUCH AS POLYGLASS POLYSTICK TU MAX OVER ENTIRE ROOF 1 BUT THIS IS NOT RECOMMENDED BY NATIONAL CEDAR BUREAU. FELT OR MEMBRANE TO BE AFFIXED TO 5/8" EXTERIOR GRADE �QN PLYWOOD ROOF SHEATHING COATED AT UNDERSIDE WITH 8-1/2" THICKNESS OF OPEN CELL SPRAY FOAM POLYURETHANE INSULATION W TO ACHIEVE INSULATION VALUE OF R-30 WITH INTEGRAL THERMAL BARRIER SUCH AS DEMILEC APX 1.2. SHAKE STARTER COURSE AT EAVE TO BE DOUBLE STACKED. RIDGES TO BE CAPPED WITH PRE—MADE CEDAR "HIP AND RIDGE CAPS" INSTALLED TO ALLOW VENTILATION AT TOP OF CEDAR BREATHER. OPEN VALLEYS AND ALL WALL AND EAVE DRIP FLASHING TO BE 316 STAINLESS STEEL TO A4 BE PAINTED. CEDAR BREATHER MAY BE STOPPED 1" SHORT OF ROOF EAVE AND GABLE EDGES TO PREVENT WINDBLOWN RAIN FROM ENTERING SYSTEM. ATTIC CAVITY TO BE MECHANICALLY CONDITIONED IN MANNER SUFFICIENT TO CONTROL HUMIDITY AND PREVENT MOISTURE ACCUMULATION. ALL EXTERIOR WALLS TO BE SOLID CONCRETE CONTAINED WITHIN INSULATED FORMS SUCH AS THOSE PROVIDED BY "BUILD BLOCK" � CREATING A 9" THICK "ICF WALL" WITH MIN. 4" THICK CONCRETE CORE. PLASTIC STRIPS EMBEDDED IN WALL TO RECEIVE 316 2 STAINLESS STEEL FASTENERS TO SECURE ALL FURRING STRIPS, SHINGLES AND TRIM. WALLS TO BE SUPPORTED BY CONCRETE SLAB AND INTEGRAL GRADE BEAMS IN TURN SUPPORTED BY CONCRETE PILE FOUNDATION SYSTEM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR ALL CONCRETE SIZING, REINFORCING AND ATTACHMENT DETAILS. WALL EXTERIOR TO RECEIVE CEDAR SHINGLE CLADDING AS NOTED BELOW. INTERIOR TO RECEIVE I" GYPSUM BOARD ATTACHED TO EMBEDDED PLASTIC STRIPS. AT SHINGLE WALL: #1, .45" THICK X 18" LONG CERTIGRADE R&R SHINGLES WITH CERTI—LAST CCA PRESERVATIVE TREATMENT AND FLORIDA CODE APPROVAL LAID WITH 5-1/2" EXPOSURE AND 1/4" KEYWAYS, AND ALTERNATING INTERLACED CORNERS NAILED WITH 316 STAINLESS STEEL NAILS OVER LAYER OF BENJAMIN OBDYKE SLICKER CLASSIC RAINSCREEN FABRIC WITH BUT JOINTS TO 1X4 PT 3 WOOD HORIZONTAL FURRING STRIPS AT 5-1/2" CENTERS OVER 1X4 PT WOOD VERTICAL FURRING STRIPS AT MAX. 24" CENTERS ATTACHED TO VINYL STRIPS AT ICF WALL FOR VENTILATED RAINSCREEN APPLICATION. FOAM FACE OF ICF WALL TO RECEIVE APPLICATION OF PROSOCO R—GUARD CAT -5 OR OTHER COMPATIBLE AND APPROVED WATERPROOF MEMBRANE TO ACT AS DRAINAGE PLANE AND WEATHER RESISTANT BARRIER. WHERE FOAM IS DAMAGED OR CONCRETE IS PRESENT AT EXTERIOR FACE TREAT WITH Za PROSOCO R—GUARD FAST FLASH LIQUID—APPLIED, VAPOR—PERMEABLE MEMBRANE. AT BASE OF CEDAR SHINGLE WALL: PROVIDE VERTICAL 2X PT WOOD BLOCKING CUT TO CURVED SHAPE AND AFFIXED TO ICF WALL. APPLY 1X4 PT HORIZONTAL FURRING STRIPS OVER VERTICAL FURRING TO FOLLOW CURVE. PROVIDE STAINLESS STEEL FLASHING WITH 4 HEMMED EDGE OVER PVC TRIM OVER PT WOOD BLOCKING AT BASE OF CURVED VERTICAL FURRING. BEND SHINGLES TO FOLLOW CURVED SHAPE WHEN NAILED TO HORIZONTAL STRIPS WITH 326 STAINLESS NAILS. BOTTOM COURSE OF SHINGLES TO EXTEND MIN. 1/2" BEYOND UNDERLAYER TO CREATE DRIP. BELOW SHINGLE WALL: STARTING AT CONCRETE FOOTING, STACK CLAY BRICK PER ASTM C 216 FOR FACE BRICK VENEER, SW GRADE, TYPE FBS, MODULAR SIZE, CREATING TYPICAL 1-1/2" GAP BETWEEN BACKSIDE OF BRICK AND FACE OF CMU WALL. DEPTH OF GAP INCREASES AT ORNAMENTAL CORNERS. AT PLACES IN NORTH WALL THIN BRICK IS ADHERED DIRECTLY TO CMU IN LIEU OF STANDARD BRICK. LOW ALKALI TYPE M MORTAR TO FOLLOW ASTM C 270 WITH CONCAVE TOOLED JOINT. PROVIDE STAINLESS STEEL WALL TIES SPACED 16" VERTICALLY AND 24" HORIZONTALLY TO SECURE BRICK TO CMU OR ICF WALL. PROVIDE THOUGH—WALL FLASHING AS 5 SHOWN TO DRAIN BASE OF CAVITY. PROVIDE LIWQUID APPLIED COUNTERFLASHING OVER TOP OF THRU WALL FLASHING. PROVIDE WEEP HOLES SPACED 24" HORIZONTALLY AT VERTICAL JOINTS IN VENEER WALL JUST ABOVE TERMINATION OF THROUGH—WALL FLASHING. FILL CAVITY BELOW FLASHING WITH MORTAR. BRICK AND MORTAR TO BE PAINTED WHITE WITH ALKALI—RESISTANT, POROUS PAINT THAT WILL ADHERE TO BRICK BUT BREATHE SO AS NOT TO INHIBIT THE ESCAPE OF MOISTURE FROM THE WALL CAVITY. BRICK MUST BE CLEAN, DRY AND FREE OF EFFLORESCENCE BEFORE BEING PAINTED. DO NOT ACID WASH BRICK BEFORE PAINTING. SEAL EXTERIOR FACE OF CMU OR ICF WALL WITH LIQUID APPLIED VAPOR PERMEABLE MEMBRANE SUCH AS PROSOCO R—GUARD CAT -5. ICF WALL OPENINGS TO BE CREATED WITH 2X10 PRESSURE TREATED SYP FORM BOARDS OR "BUCKS" ANCHORED TO CONCRETE CORE. WHITE FIBERGLASS OR ALUMINUM CLAD WOOD WINDOWS AND DOORS, HERE CONSIDERED ANDERSEN A—SERIES, MARVIN ULTIMATE OR SIMILAR, TO BE PAINTED WHITE AT INTERIOR. EXTERIOR DOORS AND WINDOWS TO PROVIDE IMPACT PROTECTION OF BUILDING ENCLOSURE PER FBC AND MIN. 45% REFLECTANCE OF VISIBLE INTERIOR LIGHT AS REQUIRED TO MEET STATE REGULATIONS PROTECTING SEA TURTLES. SEE WINDOW SCHEDULE FOR UNIT TYPE AND SIZE. INSTALLATION AT WALL OPENING TO INCLUDE 6 APPLICATION OF WATERPROOF MEMBRANE SUCH AS PROSOCO R—GUARD FAST FLASH ALL AROUND INSIDE FACE OF PT WOOD BUCKS, OUT OVER PT 2X FACE BLOCKING SUPPORTING PVC TRIM AND EXTENDING MINIMUM 4" OUT ONTO FACE OF ICF COATED WITH R—GUARD CAT -5 MEMBRANE. WINDOW TO BE SHIMMED IN PLACE WITH FLANGE SET ONTO FAST FLASH OVER FACE BLOCKING AND THEN SEALED WITH ADDITIONAL LAYER OF FAST FLASH ALL AROUND WINDOW FRAME. SHIM CAVITY TO BE CLOSED AT EXTERIOR WITH BASF MASTERSEAL NP1 POLYURETHANE SEALANT OVER BACKER ROD AND AT INTERIOR WITH PROSOCO R—GUARD AIR DAM BACKER ROD AND SEALANT. WINDOW TO BE TRIMMED WITH PVC TRIM AT EXTERIOR WITH STAINLESS STEEL HEAD FLASHING AT TOP. SIZE AND SHAPE OF INTERIOR TRIM AROUND DOORS AND WINDOWS TO BE CONFIRMED BY INTERIOR DESIGNER. DECORATIVE EXTERIOR TRIM AROUND OPENINGS AND AT BASE OF SHINGLE WALL TO BE COMPOSED OF PVC BOARDS AND MOLDING AS PROVIDED BY AZEK OR VERSATEX. WHERE FLAT TRIM IS APPLIED IN LONG UNINTERRUPTED SEGMENTS LIKE THE FASCIA AT THE 7 TOP OF THE SHINGLE WALLS USE BORAL CEMENTITIOUS BOARDS TO AVOID JOINT PROBLEMS DUE TO THERMAL EXPANSION. EXTERIOR MOLDING AT THE FASCIA, DOOR AND WINDOW HEADS TO BE FYPON POLYURETHANE TO ACHIEVE DESIRED PROFILE. TAKE CARE TO INSTALL TRIM TIGHT OVER SOLID BACKING WITH COMPATIBLE ADHESIVE AT ALL JOINTS AND FASTENERS SPACED AT 16" MIN. TYPICAL FLOORING MATERIAL AT SECOND FLOOR: CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH 8 TO BE SELECTED, LAID OVER VAPOR RETARDER SUCH AS LAYER OF 30# ASPHALT SATURATED FELT OVER 3/4" T&G PLYWOOD SCREWED AND GLUED TO 20" DEEP PRE -FAB WOOD TRUSSES PER ENGINEERING DRAWINGS. PROVIDE 3-1/2" THICKNESS OF MINERAL WOOL INSULATION AT UNDERSIDE OF SHEATHING FOR SOUND CONTROL. TYPICAL FLOORING MATERIAL AT FIRST FLOOR : CONVENTIONAL OR ENGINEERED 3/4" STRIP WOOD FLOORING, SPECIES AND FINISH TO 9 BE SELECTED, LAID OVER VAPOR RETARDER SUCH AS LAYER OF 15# FELT OVER 3/4" PLYWOOD SUBFLOOR OVER CONCRETE SLAB OVER 6 MIL POLYVINYL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL. w N 00 Q.i � � (N= 00 � O o �Q W �o Ww QU U W am W ��Ww�C �QN U� W QWWw O A4 GA � o C) �w Za w o �Q W �o Ww QU U W W W oa �QN W �a O A4 3" 6" 12" NOTES AND DETAILS 19 10-10-17 �,�MES 'u''J' biIPRER ii! ARCHITECT' AR -0010382 STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD AT UNDERSIDE OF FLOOR TRUSSES ABOVE. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD OVER ICF WALL. HIGHER ARC SHINGLES SHOWN AT DECORATIVE CORNER BEYOND TO BE MITER CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER. VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. SHINGLES DIE INTO FACE OF BRICK BEYOND PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER. WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. SEE NOTES 3_ AND 4. BEACH BATH i IK -- 12 1 31 K - M11 "2 t I I 1 I . i STEEL REINF RCED CONCRETES B AND GRADE BEAM SPANNING BEFWEEN CONCRETE PIE CAPS AND PILINGS. SLAB TO BE POURED VER VAPOR BARRIER SUCH AS 6 MIL PO YVINYL SHEETS WITH EDGES _= I LAPPED AND SEALED ALL OVER CLEAN COMPACTED 1ERMITE TREATED FILL SLAB _- RECESSED 4" AT R4, -O. BEACH BATH WIIH MUL SET SLOPING FLOOR SO WHOLE R OM ACTS AS SHOWER. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED = OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER THICK MORTAR BED 1 SLOPED TO DRAIN. PROVIDE TILE COVERED LINEAR KERDI" DRAIN AS PART OF SCHLUTER SHOWER SYSTEM. +19'-3" T.O.SLAB AT CURB - - - BRICK TIES 4 WHITE PAINTED BRICK VENEER OVER 1-1/2" AIR SPACE •„ • • • •. SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF o MEMBRANE EXTENDING DOWN FROM ICF WALL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF N BRICK BELOW WEEPS AT VERTICAL MORTAR JOINTS BETWEEN • __) ! !_ BRICK MAX 2' APART AND MIN. 6" ABOVE GRADE, SAME FLASHING COUNTERFLASHED AT WALL. SEE NOTE 5. BRICK VENEER AND FRANGIBLE CMU WALL SET ON CONTINUOUS 27, CONCRETE FOOTING TO CONTAIN FILL BELOW STRUCTURAL I —III -III -I CONCRETE FLOOR SLAB SUPPORTED BY STRUCTURAL CONCRETE _ GRADE BEAMS AND PILINGS. ALL FILL O AND TREATED FOR TERMITES -- -III_ �1 1=1 11=I 11=1 I I-1 I I I I=III-1 11=1 LI—I I I__I I I___I I I _ _ _ --III-! 11-11 i-1 I I=1 I.1=1.11=1 -=1 ! 1=1 11=1 11=1 I i===1 I I_I I I_I I I-1 I I I° d• ° '.:I II—III—I I �: I- -!i'= AA WALL SECTI❑N 1 0 I N 1 — 24 2'-0" -ICV y 55.. 8 12 2_ 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE CEDAR SHAKE ROOF OVER CEDAR BREATHER VENTILATING INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO FABRIC OVER SELF -ADHERING WATERPROOF ROOFING TO UNDERSIDE OF ROOF SHEATHING AND DOWN TO TOP MEMBRANE OVER %" EXTERIOR GRADE PLYWD OVER PLATE AT EXTERIOR WALLS. PREFABRICATED WOOD ROOF TRUSSES. SEE MATERIALS a NOTE 1. 2'-0 K 5� 2'-0" STAINLESS STEEL DRIP FLASHING WITH HEMMED 12 % +41'-3 14 T.O.PLATE EDGE OVER PT BLOCKING. FLASHING COVERS WHITE TRIM. M� PAINTED BORAL CEMENTITIOUS 5 2X10 PT WD TOP PLATE AT ANCHORED TO CONCRETE AT ATTIC CENTERS. PROVIDE REINFORCING AND ATTACHMENTS PER STRUCTURAL ENGINEERING. 1: I" +41'-3 3 4" T.O.PLATE a I I �- I 1X6 T&G PINE SOFFIT NAILED TO BOTTOM OF I 'I r; �1 TRUSS RETURN WITH JOINTS RUNNING PARALLEL TO 1 99 WALL, TO BE PAINTED WHITE. �" GYPSUM CEILING r BOARD AT UNDERSIDE CONTINUOUS FRIEZE BAND AT TOP OF TYPICAL WALL OF TRUSSES, TYPICAL COMPOSED OF 2X BORAL CEMENTITIOUS TRIM AND FYPON 1 BEDMOLD MLD649-16 CAPPED WITH Y2" CEMENTITIOUS I WOOD CROWN TRIM STRIP ALL OVER 2X PT SYP WOOD BLOCKING SET OVER TYPICAL, SIZE AND WATERPROOF MEMBRANE AT FACE OF ICF WALL. I PROFILE TO BE DETERMINED. CEDAR SHINGLE WALL CLADDING OVER SLICKER CLASSIC VENTILATING FABRIC OVER HORIZONTAL 1X4 PT WD FURRING AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT WD FURRING AT 24" CENTERS ATTACHED TO VINYL STRIPS I EMBEDDED AT ICF WALL THROUGH WATERPROOF MEMBRANE CREATING DRAINAGE PLANE AT ICF WALL. SEE MATERIALS I NOTE 3. I OFFICE I ALL EXTERIOR WALLS TO BE 9" THICK ICF WITH 4" STEEL REINFORCED CONCRETE CORE. SEE NOTE 2. GYPSUM BOARD AFFIXED TO PLASTIC STRIPS AT INNER FACE OF ICF WALL. ' i r CONVENTIONAL OR ENGINEERED WOOD FLOORING, SPECIES I I AND FINISH TO BE SELECTED, SET OVER VAPOR RETARDER 9 SUCH AS 15# FELT OVER %" T&G PLYWOOD SCREWED WOOD BASEBOARD AND GLUED TO 20" DEEP PREFAB WOOD FLOOR TRUSSES ( TYPICAL, SIZE AND SUPPORTED WITH LEDGERS AND STEEL FASTENERS AT ICF PROFILE TO BE WALL. SEE STRUCTURAL DRAWINGS FOE DETAIL. DETERMINED. RECOMMEND 3" THICK MINERAL WOOL BATTS AS SOUND INSULATION AT UNDERSIDE OF FLOOR SHEATHING. +31=11 3/4" T.O.PLYWD. — — I I I t I I 1 I STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD AT UNDERSIDE OF FLOOR TRUSSES ABOVE. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER MASONRY BACKER BOARD OVER ICF WALL. HIGHER ARC SHINGLES SHOWN AT DECORATIVE CORNER BEYOND TO BE MITER CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING TO WALL. RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER. VERTICAL SHINGLES COVER TOP OF MITERED CROWN AND BRICK VENEER BELOW SO FACE OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. SHINGLES DIE INTO FACE OF BRICK BEYOND PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER. WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. SEE NOTES 3_ AND 4. BEACH BATH i IK -- 12 1 31 K - M11 "2 t I I 1 I . i STEEL REINF RCED CONCRETES B AND GRADE BEAM SPANNING BEFWEEN CONCRETE PIE CAPS AND PILINGS. SLAB TO BE POURED VER VAPOR BARRIER SUCH AS 6 MIL PO YVINYL SHEETS WITH EDGES _= I LAPPED AND SEALED ALL OVER CLEAN COMPACTED 1ERMITE TREATED FILL SLAB _- RECESSED 4" AT R4, -O. BEACH BATH WIIH MUL SET SLOPING FLOOR SO WHOLE R OM ACTS AS SHOWER. STONE, CERAMIC OR PORCELAIN TILE TO BE SELECTED = OVER THIN SET MORTAR OVER WATERPROOFING MEMBRANE SUCH AS SCHLUTER KERDI OVER THICK MORTAR BED 1 SLOPED TO DRAIN. PROVIDE TILE COVERED LINEAR KERDI" DRAIN AS PART OF SCHLUTER SHOWER SYSTEM. +19'-3" T.O.SLAB AT CURB - - - BRICK TIES 4 WHITE PAINTED BRICK VENEER OVER 1-1/2" AIR SPACE •„ • • • •. SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF o MEMBRANE EXTENDING DOWN FROM ICF WALL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING EXTENDING TO FACE OF N BRICK BELOW WEEPS AT VERTICAL MORTAR JOINTS BETWEEN • __) ! !_ BRICK MAX 2' APART AND MIN. 6" ABOVE GRADE, SAME FLASHING COUNTERFLASHED AT WALL. SEE NOTE 5. BRICK VENEER AND FRANGIBLE CMU WALL SET ON CONTINUOUS 27, CONCRETE FOOTING TO CONTAIN FILL BELOW STRUCTURAL I —III -III -I CONCRETE FLOOR SLAB SUPPORTED BY STRUCTURAL CONCRETE _ GRADE BEAMS AND PILINGS. ALL FILL O AND TREATED FOR TERMITES -- -III_ �1 1=1 11=I 11=1 I I-1 I I I I=III-1 11=1 LI—I I I__I I I___I I I _ _ _ --III-! 11-11 i-1 I I=1 I.1=1.11=1 -=1 ! 1=1 11=1 11=1 I i===1 I I_I I I_I I I-1 I I I° d• ° '.:I II—III—I I �: I- -!i'= AA WALL SECTI❑N 1 0 I N 1 — 24 2'-0" -ICV y 55.. 8 12 2_ I i I 47 a ! j 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY TO UNDERSIDE OF ROOF SHEATHING AND DOWN TO TOP PLATE AT EXTERIOR WALLS. h� \ a 2'-0 K 5� ATTIC +41'-3 14 T.O.PLATE M� 2X10 PT WD TOP PLATE AT ANCHORED TO CONCRETE AT ICF WALL SUPPORTING PREFAB WD TRUSSES AT 24" CENTERS. PROVIDE REINFORCING AND ATTACHMENTS PER STRUCTURAL ENGINEERING. 1: I" I I i OFFICE 1 I a I I �- I I 'I r; �1 99 r I i I 47 a ! j o+31'-11 3/4" T.O.PLYWD. O N N PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER. WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. 4'-0" R4'_0„ CEDAR SHINGLES LAP AND EXTEND MIN N/" TO CREATE DRIP PVC CROWN OVER BOARD AS TRIM Do BEACH BATH M00 I N FLOOR SHOWN HERE AS SLOPING TILE MUD SET OVER 1 SLAB RECESS. TYPICAL TOP OF FINISH FLOOR CONSIDERED 1 tY" ABOVE MAIN CONCRETE SLAB. STAIR CALCULATIONS _L AND ZONING CODE MEASUREMENT OF 22' TO WALL TOP M PLATE REFER TO TOP OF PLYWOOD SUBFLOOR AT -" ABOVE TOP OF TYPICAL CONCRETE SLAB. o+19'-3 3Z4" T.O.PLYWD TYP. 2 +19'-3" T.O.SLAB - - BRICK TIES 9 WHITE PAINTED BRICK VENEER OVER 4-1/2" AIR SPACE • • • • • SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO g CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF MEMBRANE SUCH AS THOROSEAL EXTENDING DOWN FROM ICF !!!' WALL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING _ EXTENDING TO FACE OF BRICK BELOW WEEPS AT VERTICAL -! ! MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6° • • • • .III=I ((_ ABOVE GRADE. SAME FLASHING COUNTERFLASHED AT WALL. 8 THROUGH WALL FLASHING( - MORTAR FILLI II WATERPROOF MEMBRANE TO FOUNDATION - I HE _-1 -III I � i^III—I I I 1-I 11= ! I I =1 11=1 11=1 I ISI i I=1 I I_ ,. I—III—III_-I I JUL —t BB WALL SECTI❑N I r I 1 T.O.PLYWD. +31'-11 3/4" 001 I ;I I I o I N N I 1 BE CH BATH ,1 1 i I I HIGHER ARC SHINGLES SHOWN BEYOND TO BE MITER CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING TO WALL, RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER, VERTICAL SHINGLES COVER TOP OF 00 I MITERED CROWN AND BRICK VENEER BELOW SO FACE N OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. I I I I i I II PROVIDE STAINLESS STEEL FLASHING AT BASE OF 1 SHINGLE WALL SET OVER WATERPROOF WALL MEMBRANE AND EXTENDING OVER TOP OF PVC TRIM AFFIXED TO PT WD BLOCKING. PVC TRIM TO EXTEND OVER THIN BRICK I VENEER. PROVIDE LIQUID APPLIED WATERPROOFING AS COUNTER FLASHING OVER FLASHING AT WALL. MAKE _ SURE THAT WATERPROOF MEMBRANE AT WALL IS CONTINUOUS FROM TOP PLATE TO FOOTING. PROVIDE BLOCKING AND FLARE CEDAR SHINGLES SUCH THAT -_- BOTTOM SHINGLES LAP OVER AND COVER HEMMED EDGE 1 I OF FLASHING. 2 22 --T.O.SLAB +19'-3' , - ° ° • ! • • 1 " STAINLESS STEEL FLASHING OVER PVC TRIM. MAINTAIN 1/2" BETWEEN SHINGLES AND FLASHING WHITE PAINTED THIN BRICK VENEER OVER THINSET MORTAR OVER _ (= • • • ___-__ CEMENTITIOUS THOROSEAL WATERPROOF MEMBRANE BY BASF O- - OVER CMU EXTENDING DOWN FROM ICF WALL TO FOOTING BELOW. --- I: I I =d I E CC WALL SECTI❑N 8-1/2" OPEN CELL SPRAY FOAM POLYURETHANE INSULATION WITH CODE COMPLIANT IGNITION BARRIER TO ACHIEVE R-30 INSULATION VALUE APPLIED CONTINUOUSLY TO UNDERSIDE OF ROOF SHEATHING AND DOWN TO TOP PLATE AT EXTERIOR WALLS. 2'-24" 2'-0 12 5� ATTIC +41'-3 14 T.O.PLATE M� 2X10 PT WD TOP PLATE AT ANCHORED TO CONCRETE AT ICF WALL SUPPORTING PREFAB WD TRUSSES AT 24" CENTERS. PROVIDE REINFORCING AND ATTACHMENTS PER STRUCTURAL ENGINEERING. 1: I" I I i OFFICE 1 I I I �- I I 'I r; o+31'-11 3/4" T.O.PLYWD. O N N PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF SHINGLE WALL. HORIZONTAL PT BLOCKING ATTACHED TO BOTTOM OF VERTICAL BLOCKS TO PROVIDE BACKING FOR ATTACHMENT OF PVC TRIM INCLUDING RAMS CROWN OVER 1X APRON LAPPING FACE OF BRICK VENEER. WATERPROOF MEMBRANE TO RUN CONTINUOUS OVER ICF WALL AND CONCRETE FOUNDATION. 4'-0" R4'_0„ CEDAR SHINGLES LAP AND EXTEND MIN N/" TO CREATE DRIP PVC CROWN OVER BOARD AS TRIM Do BEACH BATH M00 I N FLOOR SHOWN HERE AS SLOPING TILE MUD SET OVER 1 SLAB RECESS. TYPICAL TOP OF FINISH FLOOR CONSIDERED 1 tY" ABOVE MAIN CONCRETE SLAB. STAIR CALCULATIONS _L AND ZONING CODE MEASUREMENT OF 22' TO WALL TOP M PLATE REFER TO TOP OF PLYWOOD SUBFLOOR AT -" ABOVE TOP OF TYPICAL CONCRETE SLAB. o+19'-3 3Z4" T.O.PLYWD TYP. 2 +19'-3" T.O.SLAB - - BRICK TIES 9 WHITE PAINTED BRICK VENEER OVER 4-1/2" AIR SPACE • • • • • SPANNED BY STAINLESS STEEL BRICK TIES ATTACHED TO g CONCRETE OR CMU THROUGH LIQUID APPLIED WATERPROOF MEMBRANE SUCH AS THOROSEAL EXTENDING DOWN FROM ICF !!!' WALL ABOVE TO FOOTING BELOW. PROVIDE THRU-WALL FLASHING _ EXTENDING TO FACE OF BRICK BELOW WEEPS AT VERTICAL -! ! MORTAR JOINTS BETWEEN BRICK MAX 2' APART AND MIN. 6° • • • • .III=I ((_ ABOVE GRADE. SAME FLASHING COUNTERFLASHED AT WALL. 8 THROUGH WALL FLASHING( - MORTAR FILLI II WATERPROOF MEMBRANE TO FOUNDATION - I HE _-1 -III I � i^III—I I I 1-I 11= ! I I =1 11=1 11=1 I ISI i I=1 I I_ ,. I—III—III_-I I JUL —t BB WALL SECTI❑N I r I 1 T.O.PLYWD. +31'-11 3/4" 001 I ;I I I o I N N I 1 BE CH BATH ,1 1 i I I HIGHER ARC SHINGLES SHOWN BEYOND TO BE MITER CUT AT INBOARD EDGE ABUTTING SHINGLES RETURNING TO WALL, RETURNING SHINGLES ARE LAPPED AGAINST VERTICAL PLANE WITH BOTTOM EDGE CUT AT ANGLE FOR CLEAN MITER, VERTICAL SHINGLES COVER TOP OF 00 I MITERED CROWN AND BRICK VENEER BELOW SO FACE N OF SHINGLES WILL PROJECT APPROX. 3" BEYOND FACE OF BRICK VENEER BELOW. SCRIBE SHINGLES ON CAPTURED WALL RUNNING NORTH SOUTH TO SIDES OF VERTICAL SHINGLES RUNNING EAST/WEST, UNDERSTANDING THOSE HORIZONTAL JOINTS WILL NOT ALIGN. I I I I i I II PROVIDE STAINLESS STEEL FLASHING AT BASE OF 1 SHINGLE WALL SET OVER WATERPROOF WALL MEMBRANE AND EXTENDING OVER TOP OF PVC TRIM AFFIXED TO PT WD BLOCKING. PVC TRIM TO EXTEND OVER THIN BRICK I VENEER. PROVIDE LIQUID APPLIED WATERPROOFING AS COUNTER FLASHING OVER FLASHING AT WALL. MAKE _ SURE THAT WATERPROOF MEMBRANE AT WALL IS CONTINUOUS FROM TOP PLATE TO FOOTING. PROVIDE BLOCKING AND FLARE CEDAR SHINGLES SUCH THAT -_- BOTTOM SHINGLES LAP OVER AND COVER HEMMED EDGE 1 I OF FLASHING. 2 22 --T.O.SLAB +19'-3' , - ° ° • ! • • 1 " STAINLESS STEEL FLASHING OVER PVC TRIM. MAINTAIN 1/2" BETWEEN SHINGLES AND FLASHING WHITE PAINTED THIN BRICK VENEER OVER THINSET MORTAR OVER _ (= • • • ___-__ CEMENTITIOUS THOROSEAL WATERPROOF MEMBRANE BY BASF O- - OVER CMU EXTENDING DOWN FROM ICF WALL TO FOOTING BELOW. --- I: I I =d I E CC WALL SECTI❑N _ 12 / 5 " -------- +41'-3 3/4" T.O.PLATE 1'-11„ 1 WINDOW HEAD TRIM COMPOSED OF 2X PVC AND FYPON BEDMOLD MLD649-16 CAPPED WITH Y" PVC STRIP AND STAINLESS STEEL CAP _ O F E I C E 00 FLASHING, ALL OVER 2X PT SYP WOOD BLOCKING. HEAD TRIM MEETS UNDERSIDE OF TYPICAL CONTINUOUS FRIEZE BAND AT TOP OF TYPICAL WALL, WINDOW OPENING TO BE COATED WITH LIQUID APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND ENCAPSULATING: BLOCKING UNDER TRIM. HERE MEMBRANE COULD EXTEND UP AND OVER BLOCKING UNDER FRIEZE BAND AS SHOWN. IF MEMBRANE RETURNS TO ICF WALL ABOVE HEAD BLOCKING THEN CAP FLASHING OVER HEAD TRIM MUST EXTEND BACK TO MEMBRANE AT ICF WALL. TYPICAL WINDOW JAMB TRIM COMPOSED OF 2X6 PVC OVER > WATERPROOF MEMBRANE OVER 2X6 PT SYP WOOD BLOCKING. PTS WOOD BUCK AT WINDOW OPENING TO BE COATED WITH LIQUID APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND%* ENCAPSULATING BLOCKING UNDER TRIM BEFORE EXTENDING ONTO ICF WALL SURFACE. WALL OPENINGS AND WALL FACE MAY RECEIVE WATERPROOF MEMBRANE APPLICATION AT SAME TIME. WINDOW TO BE JAMB SET WITH NAILING FLANGE SEALED TO MEMBRANE, SHIMMED AND D L SEALED AT EXTERIOR AND INTERIOR FACES. SECTION SHOWS VERTICAL PT 1X4 FURRING OVER MEMBRANE AT WALL TO BE COVERED BY HORIZONTAL FURRING, FIBROUS VENTILATING FABRIC AND LAPPEDn CEDAR SHINGLES. WINDOW INTERIOR TRIM PACKAGE TO BE DEVELOPED BY INTERIOR DESIGNER.'' TYPICAL WINDOWS ARE OPERABLE WOODEN DOUBLE HUNG UNITS WITH PAINTED ALUMINUM OR FIBERGLASS CLADDING. WINDOWS PROVIDE IMPACT PROTECTION AND INTERNAL SHADING ADEQUATE TO PROTECT SEA TURTLES. SEE NOTE 6 AND WINDOW SCHEDULES FOR DETAIL ., 1 'l r% _ ; � �-Id j � �� IN 32 �� r } ; \ 1 ) � � �� , 3_- ) 2 ; r t r }) > , >_t �` Y � ' ` � w w a Z � w O 5 <C O a, ,U/ W I-� w � � w N W U W O EMIR=, ATTIC 12 � 5 WOOD TRUSSES WITH VAULTED CEILING PROFILE STAIR. PROVIDE 5/8" GYPSUM CEILING BOARD AT UNDERSIDE. CONSIDER 1X6 T&G WOOD CEILING. TRIM BASE OF CEILING WITH CROWN. 8-1/2" POLYURETHANE SPRAY FOAM INSULATION AT UNDERSIDE OF ROOF SHEATHING AND TYPICAL ROOFING. WOOD TRUSSES WITH VAULTED CEILING PROFILE OVER STAIR. ATTIC PROVIDE 5/8" GYPSUM CEILING 12 BOARD AT UNDERSIDE. +41'-3 3 4" T.O.PLATE - .�' 2X4 WOOD STUD WALL INTERIOR WOOD WINDOW HERE SHOWN AS OPERABLE DOUBLE. HUNG WITH DIVIDED LITES TO RESEMBLE EXTERIOR WINDOWS. TO BE DISCUSSED WITH OWNER. INTERIOR TRIM TO MATCH SAME AROUND TYPICAL WINDOWS. p OFFICE STAIR HALL - o a - ' � � a �'' GYPSUM BOARD OVER FRAMING TYPICAL t ,1 n= 2X4 WOOD STUD WALL p B E D f \ OO 2 - - CJ" - ,. �_ <, C_} - - - oopWOOD ,,; ., .., ,. ,. ,......,�, �..., .,,., �- �- x� �X ' x � �. � �I - 1 n 4 1T 2;� > I 00 I< STAIR HALL �` xx , -- -` 0) x x ° SECTION DETAIL AT RAI ING AT FLOOR JAMB DETAIL SUGGESTED MINERAL WOOL SOUND INSULATION. TYPICAL WOOD BASE AND FLOORING MAY BE OMITTED IN - PLACES TO MAKE WAY FOR �� BUILT-IN OFFICE FURNISHINGS. BASE WITH CAP TO RUN �:s�-' ALONG STAIR AS STRINGER TRIM ��? NOTCHED AT RISERS CONCEPTUAL CABINETRY DESIGN r' TO BE DEVELOPED. T.O.PLYWD. t `" _, �., - X ° - �'>� - a �x �i i� i _-, 6" i u.' j ��' z T�. EDGE 44A �T� �~J W O M F�-+-1 1 w wM V W � TYPICAL WINDOW SILL TRIM COMPOSED OF 2X PVC CUT TO SLOPE AND EXTEND FROM WALL SET OVER WATERPROOF MEMBRANE OVER 2X4 PT SYP WOOD BLOCKING. PT WOOD BUCK AT WINDOW OPENING TO BE COATED WITH LIQUID APPLIED WATERPROOF MEMBRANE EXTENDING OUT OVER AND ENCAPSULATING BLOCKING UNDER TRIM BEFORE EXTENDING ONTO ICF WALL SURFACE WINDOW TO BE SET WITH NAILING FLANGE SEALED TO MEMBRANE, SHIMMED AND SEALED AT EXTERIOR AND INTERIOR FACES. SECTION SHOWS HORIZONTAL PT 1X4 FURRING OVER VERTICAL FURRING OVER MEMBRANE AT WALL. ARCHITECT RECOGNIZES ,' RELATIVE WEAKNESS OF DECORATIVE SILL ATTACHMENT AND WOULD BE r °, HAPPY TO DISCUSS AN ALTERNATE CONSTRUCT. x Y LIQUID APPLIED OR SELF -ADHERING FLASHING AT JOINT BETWEEN' PLYWOOD ROOF SHEATHING AND WALL EXTENDING MIN 8" EACH WAY.TYPICAL COVER WITH STAINLESS STEEL FLASHING OVER MEMBRANE AT WALL AND TUCKED BETWEEN SHINGLES. SEAL TOP OF STAINLESS STEEL FLASHING r WITH FAST FLASH MEMBRANE AT WALL. J%+31 '-1 1 3�4" T.O.PLYWD. LIQUID APPLIED OR ELF -ADHERING SHEET FLASHING TO COVER JOINT ti BETWEEN ROOF MEMBRANE AT PLYWOOD ROOF SHEATHING AND " " } MEMBRANE AT ICF WALL EXTENDING MIN 8" EACH WAY, COVER VERTICALS FACE WITH STAINLESS STEEL FLASHING WITH BOTTOM LEG TUCKED BETWEEN CEDAR SHINGLES SEAL TOP OF STAINLESS STEEL FLASHINGco WITH FAST FLASH TO MEMBRANE AT WALL _I TYPICAL CEDAR SHINGLE ROOF WITH 5-1/2" EXPOSURE OVER CEDAR BREATHER, MEMBRANE AND EXTERIOR GRADE PLYWD.�' , 4'-11� u 4 12 3 4 r PT WD WALL LEDGEV BOLTED TO ICF WA L 2X PVC TRIM WITH z FYPON BEDMOLD AND 5 " ° Y2" PVC CAP TO INFILL BETWEEN BRACKET �` �I� RAILING BEYOND STAINED DECORATIVE OD CAP �� `-� `'> Y� �.i SIN Y /��, DETAIL x �' � ;; ?� WHITE PAINTED 2X2 PICKETS SCREWED TO BLOCKIN AT FLOOR ,, r x v INVERTED BASE BELOW NOSING DETAIL AT FLOOR TYPICAL EDGE LLJJ PREFAB WOOD FLO SHAL 0 E L SHALLOWER OVER DEEP. PROVIDE MI CELL POLYURETHA INSULATION AT UN FLOOR OVER PORC i R TRUSSES )ORCHES AT 0 14 . 4" CLOSED E SPRAY FOAM ERSID E OF ES. 2 °FYPON Y K — N STAINLESS #Xfr&$Ff1T - COVE MLD592 16 v 7t' - --P, r Lf-) STEEL FLASHING Y2" PVC CAP s' OVER INSWING DOOR SE1 DEEPER " INTO WALL. PROVICE WIDER AND TALLER WALL OPENING TO ACCOMMODATE DOUBLE 2X4 ROOF FRA ING SPANNING FROM WALL LEDGER TO BUCKS INCLUDING 2X6 EDGE BEAM. 2X4'S BECOME SOLID BLOCKING ABOVE WOOD BRACKETS TO FORM COMPOSITE SUPPORT OF DOOR UNIT FLANG .OFFSET ° EDGE BEAM. 1X6 T&G WOOD PAINTED AT OFFIT. REQUIRES ADDITIO L 2X 1 PVC TRIM PIECE B HIND `D STAINLESS STEEL CAP FACE TRIM. INSTAL TION FLASHING OVER PVC TRIM. OTHERWISE TYPICA . FLASHING TURNS UP WALL FLANGES FOR TYPI AL 4" OVER WALL MEMBRANE OUTSWING DOORS SET AT TO BE TOP SEALED TO FACE OF BLOCKIN SET ON MEMBRANE WITH MORE ICF WALL LIQUID FLASHING OR �h 00 SELF -ADHERED STRIP j I WIDE FULL DI IDED'""' -5 LIGHT TYPICAL STOOP _ i ICF WALL PLANE VESTIBULE CONVENTIONAL 0 WHITE PAINTED PT SYP WD BRACKETS COMPOSED OF 6X6 STRAIGHTLEGS ANDWOOD> ENGINEERED 5-1/2" WIDE DIAGONAL LEG CUT TO CURVE, ALL CONNECTED TOGETHER AND FLOORING TYPICAL, TO ICF WALL WITH STAINLESS STEEL BOLTS. BRACKETS MAY AS AN OPTION BE SPECIES AND FINI H TO COMPOSED OF STAINLESS STEEL STRUCTURAL FRAME COVERED WITH PVC BE SELECTED, SE OVER SLEEVES INSTEAD OF WOOD MEMBERS. VAPOR RETARDER SUCH AS 2 LAPPED LAYER OF 15# DOOR SILL TO BE SET ONTO BEAD OF BASF MASTERSEAL NP1 URETHANE SEALANT IN FELT OR 6 MIL STAINLESS STEEL PAN WITH SEALED END AND BACK DAMS SET INTO BEAD OF NP1 POLYETHYLENE 0 R OVER COATING Of BASF MASTERSEAL M200 MEMBRANE TO EXTEND OUT FROM T&G PLYWOOD F TENEDa OPENING, DOWN FACE OF WALL AND OVER TOP AND FACE OF SLAB AT STOOP. THIN TO SLAB, ALL PE FLOOR SET STONE TILES OVER MEMBRANE CONTINUING STONE DOWN FACE OF SLAB TO MANUFACTURER . COVER IT. PROVIDE MASONRY INFILL AT THRESHOLD AS SHOWN OR STONE BLOCKS TO RECOMMENDATION EXTEND STONE SILL OUT BEYOND WALL FACE. EXTEND STONE LATERALLY TO BE FLUSH, , WITH OUTBOARD FACE OF PVC TRIM BORDERING SHINGLES AT DOOR JAMBS. NOTCH CORNER OF SLAB TO ALLOW FOR STONE TO EXTEND UNDER SILL. PROVIDE BACKER ROD AND SEALANT BETWEEN STONE AND SILL. FRANGIBLE STEM WALL AND CONCRETE SLAB AS STOOP. SEE STRUCTURAL FRANGIBLE ST M WALL DRAWINGS FOR DETAIL.'' MAY CONTINUE HERE 4'-6" AND ALL ARO ND BUILDING PERI ETER — — — 3�4" T.O.PLWD OR STOP TO TEP OUT 5TO SURROUND STOOP " 4'-i' AS SHOWN 2' FLASHINGf EAO:V�ERM ANE +1 '-3" EPS AB — — EXPANSION MATERIAL AT SLAB ;1' HIG IN HA HE Y2" STAI WOO WOODEN CABI REQU ACC N ET4r R T S � ` '"` `-.{ - - --- -- - "-"--- - - - _. `� 1 CAVITY UNDER STAIR STRUCTURAL CONCRETE SLAB T.. PLWD O, _ �v u _ _ �° PAINTE," WOODBLOCKSOCIKS 1 'h' STAINED WOOD RAIL MOUNTED OAL TYPICAL WOOD FLOORING _ OVER 15� FELT AND �" PLWD N ' ' h ° ,. K x ti u 1 v 1 i ,. r, ��' k, rs Y. �. ",; 1 v "{> " � PON BEDMLD MLD649-16 >> 2( W FI PAINTED TRIMMED FAUX 2X WNDOW FI PAINTED TRIMMED F SHUTTERS W OVER W W SHUTTERS LICE 2 W CEDAR FIBROUS H P WATERPROOF 0 PVC TRIM MATCHING NDOW TRIM ERGLASS SHUTTER BLUE AND AS IF OVER TRANSOM WINDOW PVC TRIM MATCHING TRIM ERGLASS SHUTTER BLUE AND AS IF OVER UX WINDOW RY PORCH SHOWN OVER TERPROOF MEMBRANE PLYWOOD OVER PT BLOCKING OVER ICF LL PLYWOOD AND TRIMMED IN PVC TYPICAL WINDOW. PVC TRIM MATCHING NDOW SILL SHINGLES OVER MAT OVER RIZONTAL AND VERTICAL FURRING OVER MEMBRANE ER ICF FOAM a" ' t a 4 a� © n �- k' >. x� %, Y k k �' -�"Y 1'-4" `\ � �` . �x �. ° a 4 a 47 a � �` x k Y� �, x,'' <�' — - '� {- - � �' �� "� '� � - 1 a 4 ^ " T' - SH GING PIC L TREADS AND RSERS B OND N LF OD 1'-4'" �:✓ �$ s „_ ?�. ' >> �`- ' — `'"�' a- 4 a a 1, D AND RISER DI W/ MAX. 1 -Ya N 0„ GRAM SING ;( �" Y Y. 2' 7 `' '? - " " �� `F Y; =SONE TICAL TR WOOD E SHO ICAL FRA N �� FLOOR FINI ING UNDER 2X8'S SUP SHEATHI HED WOOD FL NDNG RT G OR NG ND NG %' - >> » >> 3 6 12 Yz" GYPSUM BD. REQUIRED ONLY IF ENCLOSING STORAGE AREA /j r r Y GYP. FRAMI D. G T QUIRED UNDER ENCLOSE A TORAGE SPA o�; WALL ABOVE BENCH PITH LIFT UP AGE ACCESS 2-0 10t`t W00 STUD E LL Lf-) /' "�%�- %? /r""'� ' '��'' /� ' -' ;; _� �' < �� '� ' �` :'; , �; y, x, 1 r' �" / �� %% , :; / j ( �' �- "%" �`-' Q >> >> B 1 6 3 CAVITY UNDER STAIR STRUCTUR REINFORCED SLAB, S CAPS AN PILINGS. S STRUCTURAL DRAWIN FOR DETAIL. ALL OVEWEPSBOVE VAPOR BARRIER OVER CLEAN COMPACTE TERMITE TREATED FILL.'' PANE A .-" " �� ALL T �7c T1�1V J BE INGED CH STO SINGLES" 0 FOM CLEAR OF SHING OVER PVC TRIM ER MEMBRANE DOWN WALL ONTO SLAB ', / X4 RMS P F M CROWN OVER 1X C OVER 1X PT RRING OVER MBRANE TILES THINSET OVER MBRANE OVER NCRETE SLAB SLOPED DRAIN M C T 3— , 4 — — •� • - •, � � ° IBLL -- -- — a I CONCR E SLAB COVERING TO BE� ELECTED �' III III I III III ill III � � � I I . � _� �-_ IIS !=III=2, -= 1-1 --I I — — _ — — L-1 �_i . aIII III III _ I ,/ , . �, �✓ ° \ Ln _ _�I �— �—III— � � �—III—I I !—i ! �III—I I I_I I �_I I �- �_ — _ — -- _ 1 4'1 2 a _. Q ___ _ _ — — — --_ -- I I I I_I I I_I I I 1 I_i —1 L —I 1- ,,- � ��—� -� } � 10-10-17 � 03-16-18 • __I _, _ III III I � III I i I I � -- � � . , �_ I I I_. I I_ -_III -_-11 �I I I__I I I ----I I I_ � , • • '� • � � � --- ----_ , -_ - .> .,...? _I 1--I I fI I II---- _ ;:. � „ „ _I_I_.I , _ � ;,� , P F F_ ARCHITECT —oo�o3�2ARWALL WALL SECTI❑N - SECTON SECTI❑N -»„ 12 ATTIC --- 3 „ -� 3/A" T C) PI ATF a y BEDROOM 2 i �n I 0 00 co DECORATIVE CUSTOM PVC BLOCK ----�- BEYOND AT ENDS OF SHUTTER SUPPORTING BEAMS. ICF WALL PLANE IS 8- 4 BATH 2 -----_------ {-- EDGE OF PRIMARY FOOTING IN 1"it FACE TRIM AT TRANSOM SHAPED I MASTER BATH LINE WITH WALL PLANE ABOVE. l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W TYPICAL FRANGIBLE STEM WALL ¢U U PREFAB WOOD FLOOR TRUSSES Lnio i 32 N ENCLOSE FILL UNDER PORCH. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR 00, ATTIC SHALLOWER OVER PORCHES AT 4" PORCH SLAB TO EXTEND OUT 5" AND WINDOW FLANGES THEN SEALED WITH I T.O.PLATE ° — BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE — N DEEP. PROVIDE MIN. 4" CLOSED Y c, u �— --- — SHOWN DASHED BEYOND). IN AT EXTERIOR AND INTERIOR FACE OF FRAME O I SUGGESTED INVERTEI CASING TRIM CELL POLYURETANE SPRAY FOAM PLACES WHERE CAST CONCRETE I ' i � I N �„ i I - 9 i 9 9 4 I D. P LATE _> , INTERFACES. WALLS PER FLOOR OVER PORCHES. FYPON COVE MLD592-16�. ' �_ I 3), 3„ 2„ 31'-11 3 4" T. 0. PLAID. -I- 41 - 4 T. 0 P ATE i' WATERPROOF MEMBRANE. EXTEND INSWING DOOR AND TRANSOM SOFFIT BEAM TRIM EXTENDS OU 2X PVC TRIM STONE ONTO STEPS TO WALKWAY AT _ TO FACE OF SHINGLES AS 1X PVC r WINDOW SET DEEPER INTO WALL. - — 5„ GRADE. I : ' o 00 . 40.E, BUT 14" PROVIDE WIDER AND TALLER WALL v PROVIDE OPENING TO ACCOMMODATE DOUBLE TO 2X FORM BOARD, TRIM CAPPED •.__; • • \ -; BUCKS INCLUDING 2X6 INNER RING 7 IN STAINLESS STEEL FLASHING TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, OF COUNTER -FLASHED AT FLANGES. OFFSET REQUIRES FLOOR SHEATHING -- -� i i WATERPROOF MEMBRANE AT FACE FLOORING TO E E SELECTED, HERE ADDITIONAL 2X PVC TRIM PIECE MINERAL OF ICF WALL. MAINTAIN Y2" SHOWN AS W a WOOL SOUND INSU -- WATERPROOF MEMBRANE EXTENDING OUT OVER CLEARANCE BETWEEN SHINGLES TILE, THIN SET ^ THING OVER OTHERWISE TYPICAL FLANGES FOR 14" DEEP OVER PORCHES. PROVIDE MIN 4" AND FLASHING. k MEMBRANE INTERIOR SPACE. L3j FIBERGLASS LOUVERED SHUTTER , 7 7 OVER MASO RY BACKER BOARD SUCH AS BY ATLANTIC PREMIUM �, a . �, � i 1X6 T&Cz WD so F INSULATION AT UNDERSIDE OF FLOOR SHEATHING SHUTTERS TO BE CAPTURED BY ,• T.O.PLYWD. FYPON COVE MLD592-16 OORING TO BE SELECTED, HERE FRAMING HERE CONSIDERED TO BE 11 ---- - 1 SHOP WELDED 316 STAINLESS SIiOWN < zi iX PVC TRIM 6„ INSULATION UNDER FLOOR SHEATHING OVER TUBES SHO 4 P -CLAD BY PVC D - - - I STONE TILE, THIN SET SURROUND AS SHOWN. FRAME INTERIOR SPACE - AFFIXED TO CMU PIERS OR ICF OWER 41 WALLS PER STRUCTURAL DRAWINGS. i _ N r. ER MASONRY BACKER BOARD — __ - -- - -- I - , „ a LJ „ 2„ R6 WALL SECTI❑N ! - K FYPON COVE MLD592-16 < INSWING DOOR AND TRANSOM pVC IRIM WINDOW SET DEEPER INTO ` __2X ^� WALL. PROVIDE WIDER AND WAI M TALLER OREN ACCOMMODATE DOUBLE BUCKS lilt,=111b 2AD INNER HEAD TRIM COMPOSED OF 2X PVC AND RING TO RECEIVE DOOR AND FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" WINDOW FLANGES. OFFSET PVC STRIP AND STAINLESS STEEL CAP FLASHING, REQUIRES ADDITIONAL 2X PVC ALL OVER 2X PT SYP WOOD BLOCKING, WINDOW TRIM PIECE BEHIND FACE OPENING TO BE COATED WITH LIQUID APPLIED aO TRIM. INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER OTHERWISE TYPICAL. FLANGES AND ENCAPSULATING BLOCKING UNDER TRIM. ATTIC HERE MEMBRANE EXTENDS UP AND OVER DOORS SET AT FACE OF BLOCKING UNDER BEAM TRIM.. BLOCKING MOUNTED TO ICF WALL. I � ? i 2X PVC FACE TRIM FACE TRIM AT TRANSOM SHAPED TO MITER INTO � INTERIOR PROFILE OF JAMB - 2X FRAMING AT TRANSOM WRAPPED 3 SIDES CASING WITH WATERPROOF MEMBRANE TO RECEIVE DOOR AND WINDOW FLANGES THEN SEALED WITH LIQUID MEMBRANE. BACKER ROD AND SEALANT AT EXTERIOR AND INTERIOR FACE OF FRAME. DINING I SOUTHEAST PORCH ; 4 SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS o TYPICAL PATTERN WITH 1-1/2" AIR SPACE BETWEEN VENEER AND WALL PLANE. WHERE FLARED SHINGLES EXTEND BEYOND FRONT FACE OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM WIDE FULL DIVIDED x LIGHT TYPICAL SHEET SUCH THAT INBOARD FACE OF WEDGE co SHAPED TRIM WILL MEET OUTBOARD FACE OF CASING TRIM. WEDGE SHAPE TRIM SCRIBED TO CONVENTIONAL OR FOLLOW PROFILE OF RAMS CROWN PVC TRIM ENGINEERED WOOD FLOORING HERE HIDDEN AND COVER SIDE OF BRICK TYPICAL, SPECIES AND FINISH VENEER HERE HIDDEN AND SET ONTO SLAB. . TO BE SELECTED, SET OVER DECORATIVE CUSTOM PVC BLOCK ----�- BEYOND AT ENDS OF SHUTTER SUPPORTING BEAMS. ICF WALL PLANE IS 8- 4 BATH 2 -----_------ {-- EDGE OF PRIMARY FOOTING IN 1"it FACE TRIM AT TRANSOM SHAPED I MASTER BATH LINE WITH WALL PLANE ABOVE. l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W TYPICAL FRANGIBLE STEM WALL ¢U U PREFAB WOOD FLOOR TRUSSES Lnio i _IN N ENCLOSE FILL UNDER PORCH. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR 00, ATTIC SHALLOWER OVER PORCHES AT 4" PORCH SLAB TO EXTEND OUT 5" AND WINDOW FLANGES THEN SEALED WITH I T.O.PLATE — BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE — N DEEP. PROVIDE MIN. 4" CLOSED Y c, u �— --- — SHOWN DASHED BEYOND). IN AT EXTERIOR AND INTERIOR FACE OF FRAME O I SUGGESTED INVERTEI CASING TRIM CELL POLYURETANE SPRAY FOAM PLACES WHERE CAST CONCRETE I ' i AS CROWN AT 4" DF I N �„ i I INSULATION AT UNDERSIDE OF i STRUCTURAL FOR HOW CONCRETE 4 I I INTERFACES. WALLS PER FLOOR OVER PORCHES. FYPON COVE MLD592-16�. STONE TILE THIN SET OVER PLAN 3), 3„ 2„ 31'-11 3 4" T. 0. PLAID. - - - i' WATERPROOF MEMBRANE. EXTEND INSWING DOOR AND TRANSOM SOFFIT BEAM TRIM EXTENDS OU 2X PVC TRIM STONE ONTO STEPS TO WALKWAY AT V TO FACE OF SHINGLES AS 1X PVC r WINDOW SET DEEPER INTO WALL. - — 5„ GRADE. I : ' o 00 BOARD ATTACHED OVER MEMBRANE 40.E, BUT 14" PROVIDE WIDER AND TALLER WALL v PROVIDE OPENING TO ACCOMMODATE DOUBLE TO 2X FORM BOARD, TRIM CAPPED •.__; • • \ BUCKS INCLUDING 2X6 INNER RING 7 IN STAINLESS STEEL FLASHING TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, OF COUNTER -FLASHED AT FLANGES. OFFSET REQUIRES FLOOR SHEATHING -- -� i i WATERPROOF MEMBRANE AT FACE FLOORING TO E E SELECTED, HERE ADDITIONAL 2X PVC TRIM PIECE MINERAL OF ICF WALL. MAINTAIN Y2" SHOWN AS W a WOOL SOUND INSU -- WATERPROOF MEMBRANE EXTENDING OUT OVER CLEARANCE BETWEEN SHINGLES TILE, THIN SET ^ THING OVER OTHERWISE TYPICAL FLANGES FOR 14" DEEP OVER PORCHES. PROVIDE MIN 4" AND FLASHING. k MEMBRANE INTERIOR SPACE. L3j FIBERGLASS LOUVERED SHUTTER , 7 7 OVER MASO RY BACKER BOARD SUCH AS BY ATLANTIC PREMIUM �, a . �, � i 1X6 T&Cz WD so F INSULATION AT UNDERSIDE OF FLOOR SHEATHING SHUTTERS TO BE CAPTURED BY ,• T.O.PLYWD. FYPON COVE MLD592-16 OORING TO BE SELECTED, HERE FRAMING HERE CONSIDERED TO BE 11 ---- - 1 SHOP WELDED 316 STAINLESS SIiOWN < zi iX PVC TRIM 6„ INSULATION UNDER FLOOR SHEATHING OVER TUBES SHO 4 P -CLAD BY PVC D - - - I STONE TILE, THIN SET SURROUND AS SHOWN. FRAME INTERIOR SPACE - AFFIXED TO CMU PIERS OR ICF OWER 41 WALLS PER STRUCTURAL DRAWINGS. i _ N r. ER MASONRY BACKER BOARD — __ - -- - -- I - , „ a LJ „ 2„ R6 WALL SECTI❑N ! - K DECORATIVE CUSTOM PVC BLOCK ----�- BEYOND AT ENDS OF SHUTTER SUPPORTING BEAMS. ICF WALL PLANE IS 8- 4 31 '-1 1 3/4" T.0.P _1u BATH 2 -----_------ {-- EDGE OF PRIMARY FOOTING IN 1"it FACE TRIM AT TRANSOM SHAPED I MASTER BATH LINE WITH WALL PLANE ABOVE. l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W TYPICAL FRANGIBLE STEM WALL ¢U U BELOW MAY RUN CONTINUOUS TO Lnio i _IN N ENCLOSE FILL UNDER PORCH. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR 00, ATTIC U PORCH SLAB TO EXTEND OUT 5" AND WINDOW FLANGES THEN SEALED WITH I T.O.PLATE — BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE — N 1X6 &G VD SOFFIT Y c, u �— --- — SHOWN DASHED BEYOND). IN AT EXTERIOR AND INTERIOR FACE OF FRAME i! I SUGGESTED INVERTEI CASING TRIM PLACES WHERE CAST CONCRETE I ' i AS CROWN AT 4" DF I STEPS ABUT TYPICAL FOOTING, SEE �„ i I i STRUCTURAL FOR HOW CONCRETE 4 I I INTERFACES. WALLS PER I FYPON COVE MLD592-16�. STONE TILE THIN SET OVER PLAN 3), 3„ 2„ NON-MODIFIED MORTAR OVER - - - 31 '-1 1 3/4" T.0.P _1u T.O.PLYWD. BATH 2 -----_------ {-- EDGE OF PRIMARY FOOTING IN 1"it FACE TRIM AT TRANSOM SHAPED I MASTER BATH LINE WITH WALL PLANE ABOVE. l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W TYPICAL FRANGIBLE STEM WALL ¢U U BELOW MAY RUN CONTINUOUS TO 2X FRAMING AT TRANSOM WRAPPED 3 SIDES i CG N ENCLOSE FILL UNDER PORCH. WITH WATERPROOF MEMBRANE TO RECEIVE DOOR 00, ATTIC U PORCH SLAB TO EXTEND OUT 5" AND WINDOW FLANGES THEN SEALED WITH I T.O.PLATE — BEYOND WALL TO CAP TYPICAL BRICK VENEER SURROUND (HERE — N 1X6 &G VD SOFFIT Y c, u �— --- — SHOWN DASHED BEYOND). IN AT EXTERIOR AND INTERIOR FACE OF FRAME i! SUGGESTED INVERTEI CASING TRIM PLACES WHERE CAST CONCRETE z ' i AS CROWN AT 4" DF I STEPS ABUT TYPICAL FOOTING, SEE ICF WALL PLANE I i STRUCTURAL FOR HOW CONCRETE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS r, INTERFACES. WALLS PER FYPON COVE MLD592-16�. STONE TILE THIN SET OVER PLAN (-- NON-MODIFIED MORTAR OVER - - - i' WATERPROOF MEMBRANE. EXTEND INSWING DOOR AND TRANSOM BATHS 2X PVC TRIM STONE ONTO STEPS TO WALKWAY AT V STIBULE r WINDOW SET DEEPER INTO WALL. - — 5„ GRADE. I : ' o 00 40.E, BUT 14" PROVIDE WIDER AND TALLER WALL v PROVIDE OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN •.__; • • \ BUCKS INCLUDING 2X6 INNER RING 7 CELL POLYURETHANE TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, OF FLANGES. OFFSET REQUIRES FLOOR SHEATHING -- -� i i FLOORING TO E E SELECTED, HERE ADDITIONAL 2X PVC TRIM PIECE MINERAL OPENING TO BE COATED WITH LIQUID APPLIED SHOWN AS W a WOOL SOUND INSU WOOD FLOOR TRUSSES TYPICALLY 20" DEEP BUT WATERPROOF MEMBRANE EXTENDING OUT OVER ;I TILE, THIN SET ^ THING OVER OTHERWISE TYPICAL FLANGES FOR 14" DEEP OVER PORCHES. PROVIDE MIN 4" _ _ I III I! I k MEMBRANE INTERIOR SPACE. —III— i - , 7 7 OVER MASO RY BACKER BOARD III ISI II_� .II Ill,ri - I I 'r �, a . �, � i - INSULATION AT UNDERSIDE OF FLOOR SHEATHING =1 I I-1 I I-�! I ISI ! I=�=1 I =1 11=1 I=i i I � ,• T.O.PLYWD. F OORING TO BE SELECTED, HERE 11 ---- - SIiOWN < zi INSULATION UNDER FLOOR SHEATHING OVER D BECOME STONE TILE, THIN SET INTERIOR SPACE s OWER 41 i 0 ER MASONRY BACKER BOARD — __ - -- - -- a WALL SECTI❑N ! - K T.O.PLYWD. BATH 2 � 1"it FACE TRIM AT TRANSOM SHAPED I MASTER BATH l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W OF JAMB CASING ¢U U �3 2X FRAMING AT TRANSOM WRAPPED 3 SIDES i CG N WITH WATERPROOF MEMBRANE TO RECEIVE DOOR �a ATTIC U X AND WINDOW FLANGES THEN SEALED WITH A+41'—A/4" T.O.PLATE o N 1X6 &G VD SOFFIT Y c, u AT EXTERIOR AND INTERIOR FACE OF FRAME i! SUGGESTED INVERTEI CASING TRIM z ' i AS CROWN AT 4" DF I DINING ICF WALL PLANE I i COVE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS r, 01 WALLS PER FYPON COVE MLD592-16�. PLAN - - - i' MASTER INSWING DOOR AND TRANSOM BATHS 2X PVC TRIM i I � I ; I ;I li V STIBULE r WINDOW SET DEEPER INTO WALL. ES I : ' o 00 TYPICALLY 20" DEED BUT 14" PROVIDE WIDER AND TALLER WALL v PROVIDE OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN MIN 4" THICKNESS \ BUCKS INCLUDING 2X6 INNER RING FYPON BEDMOLD MLD649-16 CAPPED WITH y2" CELL POLYURETHANE TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, OF FLANGES. OFFSET REQUIRES FLOOR SHEATHING ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW FLOORING TO E E SELECTED, HERE ADDITIONAL 2X PVC TRIM PIECE MINERAL OPENING TO BE COATED WITH LIQUID APPLIED SHOWN AS W OD BUT LIKELY TO WOOL SOUND INSU WOOD FLOOR TRUSSES TYPICALLY 20" DEEP BUT WATERPROOF MEMBRANE EXTENDING OUT OVER ;I TILE, THIN SET UNDER FLOOR SH THING OVER OTHERWISE TYPICAL FLANGES FOR 14" DEEP OVER PORCHES. PROVIDE MIN 4" AND ENCAPSULATING BLOCKING UNDER TRIM. k MEMBRANE INTERIOR SPACE. TYPICAL OUTSWING DOORS SET AT THICKNESS OF CLOSED CELL POLYURETHANE OVER MASO RY BACKER BOARD FACE OF BLOCKING MOUNTED TO BLOCKING UNDER BEAM TRIM.. INSULATION AT UNDERSIDE OF FLOOR SHEATHING T.O.PLYWD. F OORING TO BE SELECTED, HERE OVER PORCH. APPLY 4" MINERAL WOOL SOUND ---- - SIiOWN AS WOOD BUT LIKELY TO INSULATION UNDER FLOOR SHEATHING OVER BECOME STONE TILE, THIN SET INTERIOR SPACE s OWER WATERPROOF MEMBRANE i 0 ER MASONRY BACKER BOARD T.O.PLYWD. 1 � FACE TRIM AT TRANSOM SHAPED I i l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W OF JAMB CASING ¢U U �3 2X FRAMING AT TRANSOM WRAPPED 3 SIDES i CG N WITH WATERPROOF MEMBRANE TO RECEIVE DOOR �a ATTIC O Yx AND WINDOW FLANGES THEN SEALED WITH A+41'—A/4" T.O.PLATE o N 1X6 &G VD SOFFIT 3„ u AT EXTERIOR AND INTERIOR FACE OF FRAME i! SUGGESTED INVERTEI CASING TRIM z ' i AS CROWN AT 4" DF I DINING ICF WALL PLANE I i COVE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS r, AND DIE AT BOOKEN WALLS PER FYPON COVE MLD592-16�. PLAN - - - i' MASTER INSWING DOOR AND TRANSOM BATHS 2X PVC TRIM i I � I ; I ;I li V STIBULE r WINDOW SET DEEPER INTO WALL. ES I : ' o 00 TYPICALLY 20" DEED BUT 14" PROVIDE WIDER AND TALLER WALL DEEP OVER PORCHES. PROVIDE OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN MIN 4" THICKNESS \ BUCKS INCLUDING 2X6 INNER RING FYPON BEDMOLD MLD649-16 CAPPED WITH y2" CELL POLYURETHANE TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, OF FLANGES. OFFSET REQUIRES FLOOR SHEATHING ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW FLOORING TO E E SELECTED, HERE ADDITIONAL 2X PVC TRIM PIECE MINERAL OPENING TO BE COATED WITH LIQUID APPLIED SHOWN AS W OD BUT LIKELY TO WOOL SOUND INSU BEHIND FACE TRIM, INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER ;I TILE, THIN SET UNDER FLOOR SH THING OVER OTHERWISE TYPICAL FLANGES FOR AND ENCAPSULATING BLOCKING UNDER TRIM. OVER WATERPROOF MEMBRANE INTERIOR SPACE. TYPICAL OUTSWING DOORS SET AT HERE MEMBRANE EXTENDS UP AND OVER OVER MASO RY BACKER BOARD FACE OF BLOCKING MOUNTED TO BLOCKING UNDER BEAM TRIM.. T.O.PLYWD. ICF WALL. CEDAR SHINGLES BEYOND 1 a FACE TRIM AT TRANSOM SHAPED i l TO MITER INTO INTERIOR PROFILE Q 2X PVC FACE TRIM Q N W OF JAMB CASING ¢U U �3 2X FRAMING AT TRANSOM WRAPPED 3 SIDES i CG N WITH WATERPROOF MEMBRANE TO RECEIVE DOOR �a ATTIC O Yx AND WINDOW FLANGES THEN SEALED WITH A+41'—A/4" T.O.PLATE o LIQUID MEMBRANE. BACKER ROD AND SEALANT u AT EXTERIOR AND INTERIOR FACE OF FRAME i! SUGGESTED INVERTEI CASING TRIM SOUTHWEST PORCH ' i AS CROWN AT 4" DF OPPED CEILING DINING ICF WALL PLANE I TO EXTEND UNDER FYPON COVE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS r, AND DIE AT BOOKEN WALLS PER TYPICAL PATTERN WITH 1-1/2" AIR SPACE BETWEEN VENEER AND WALL PLANE. WHERE FLARED SHINGLES EXTEND BEYOND FRONT FACE OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM AND INFILL WEDGE SHAPE VOID WITH 1X PVC WIDE FULL DIVIDED SHEET SUCH THAT INBOARD FACE OF WEDGE LIGHT TYPICAL SHAPED TRIM WILL MEET OUTBOARD FACE OF CASING TRIM. WEDGE SHAPE TRIM SCRIBED TO FOLLOW PROFILE OF RAMS CROWN PVC TRIM HERE HIDDEN AND COVER SIDE OF BRICK VENEER HERE HIDDEN AND SET ONTO SLAB. CONVENTIONAL OR ENGINEERED DOOR SILL TO BE SET ONTO BEAD OF BASF WOOD FLOORING TYPICAL, MASTERSEAL NP1 URETHANE SEALANT IN SPECIES AND FINISH TO BE STAINLESS PAN WITH SEALED END AND BACK SELECTED, SET OVER VAPOR DAMS SET INTO BEAD OF NP1 OVER COATING ! ! RETARDER SUCH AS 2 LAPPED OF BASF MASTERSEAL M200 MEMBRANE TO LAYERS OF 15# FELT OR 6 MIL EXTEND OUT FROM OPENING, DOWN FACE OF POLYETHYLENE OVER 3/" T&G WALL AND OVER TOP AND FACE OF SLAB AT PLYWOOD FASTENED TO SLAB, PORCH, THIN SET STONE TILES OVERALL PER FLOOR MANUFACTURER MEMBRANE AND CONTINUE STONE DOWN FACE I RECOMMENDATIONS. OF SLAB TO COVER IT, PROVIDE MASONRY INFILL AT THRESHOLD AS SHOWN OR STONE STEEL REINFORCED CONCRETE BLOCKS TO EXTEND STONE SILL OUT BEYOND GRADE BEAM STEPS DOWN FROM FACE OF JAMB TRIM. EXTEND STONE LEVEL INTERIOR TO SLOPING PORCH 4' '21" LATERALLY TO BE FLUSH WITH OUTBOARD ALL OVER 6 MIL POLYVINYL VAPOR FACE OF PVC JAMB TRIM. BARRIER AND TERMITE TREATED T. O. P LW D " CLEAN COMPACTED FILL— NOTCH CONCRETE SLAB CORNER FOR STONE, 4 12 BACKER ROD AND SEALANT UNDER DOOR SILL. O.PLWD ¢ rid, • „ RICK OR 31 N1770017 FLT7F7LH1NvW „ u TRIM BEYOND a e , , a , I i 4 _ I -I-- __ __ _ __— I —_ _— —_--•I �--I _ , _�--_1111 I I_I I___ -- -- —1 I I—III—I ,— I. III IJ l_I III i_I I III — _— i i_ -- - I. - —' — — -- — E WALL SECTI❑N E WALL SECTION WALL SECTI❑N � M a o W Q [ Q N W Ww ¢U U �3 W W CG N W �a ATTIC O Yx U A+41'—A/4" T.O.PLATE o u W SUGGESTED INVERTEI CASING TRIM AS CROWN AT 4" DF OPPED CEILING . l TO EXTEND UNDER FYPON COVE AND DIE AT BOOKEN WALLS PER PLAN i' MASTER MASTER I BATHS rn i I � I ; I ;I li V STIBULE WOOD FLOOR TRUS ES I : ' o 00 TYPICALLY 20" DEED BUT 14" DEEP OVER PORCHES. PROVIDE MIN 4" THICKNESS OF CLOSED CELL POLYURETHANE INSULATION AT UNDERSIDE OF FLOOR SHEATHING VER FLOORING TO E E SELECTED, HERE PORCH. APPLY 4" MINERAL SHOWN AS W OD BUT LIKELY TO WOOL SOUND INSU TION BECOME STONE TILE, THIN SET UNDER FLOOR SH THING OVER OVER WATERPROOF MEMBRANE INTERIOR SPACE. OVER MASO RY BACKER BOARD OVER PLYWOOD T.O.PLYWD. ---- - 11 3/4" – 3" s i 1X6 T&G WD SOFFIT FYPON COVE MLD592-16 < INSWING DOOR AND TRANSOM pVC IRIM WINDOW SET DEEPER INTO ` __2X ^� WALL. PROVIDE WIDER AND WAI M TALLER OREN ACCOMMODATE DOUBLE BUCKS lilt,=111b 2AD INNER HEAD TRIM COMPOSED OF 2X PVC AND RING TO RECEIVE DOOR AND FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" WINDOW FLANGES. OFFSET PVC STRIP AND STAINLESS STEEL CAP FLASHING, REQUIRES ADDITIONAL 2X PVC ALL OVER 2X PT SYP WOOD BLOCKING, WINDOW TRIM PIECE BEHIND FACE OPENING TO BE COATED WITH LIQUID APPLIED aO TRIM. INSTALLATION WATERPROOF MEMBRANE EXTENDING OUT OVER OTHERWISE TYPICAL. FLANGES AND ENCAPSULATING BLOCKING UNDER TRIM. FOR TYPICAL OUTSWING HERE MEMBRANE EXTENDS UP AND OVER DOORS SET AT FACE OF BLOCKING UNDER BEAM TRIM.. BLOCKING MOUNTED TO ICF WALL. I � ? i 2X PVC FACE TRIM FACE TRIM AT TRANSOM SHAPED TO MITER INTO INTERIOR PROFILE OF JAMB - 2X FRAMING AT TRANSOM WRAPPED 3 SIDES CASING WITH WATERPROOF MEMBRANE TO RECEIVE DOOR AND WINDOW FLANGES THEN SEALED WITH LIQUID MEMBRANE. BACKER ROD AND SEALANT AT EXTERIOR AND INTERIOR FACE OF FRAME. DINING I SOUTHEAST PORCH ICF WALL PLANE SHINGLE PROFILE HIDDEN PROFILE OF SHINGLE FLARE BEYOND FOLLOWS o TYPICAL PATTERN WITH 1-1/2" AIR SPACE BETWEEN VENEER AND WALL PLANE. WHERE FLARED SHINGLES EXTEND BEYOND FRONT FACE OF DOOR CASING TRIM CUT EDGE OF SHINGLES IN LINE OF OUTBOARD FACE OF CASING TRIM WIDE FULL DIVIDED AND INFILL WEDGE SHAPE VOID WITH 1X PVC LIGHT TYPICAL SHEET SUCH THAT INBOARD FACE OF WEDGE co SHAPED TRIM WILL MEET OUTBOARD FACE OF CASING TRIM. WEDGE SHAPE TRIM SCRIBED TO CONVENTIONAL OR FOLLOW PROFILE OF RAMS CROWN PVC TRIM ENGINEERED WOOD FLOORING HERE HIDDEN AND COVER SIDE OF BRICK TYPICAL, SPECIES AND FINISH VENEER HERE HIDDEN AND SET ONTO SLAB. . TO BE SELECTED, SET OVER VAPOR RETARDER SUCH AS 2 DOOR SILL TO BE SET ONTO BEAD OF BASF LAPPED LAYERS OF 15# FELT MASTERSEAL NP1 URETHANE SEALANT IN OR 6 MIL POLYETHYLENE STAINLESS PAN WITH SEALED END AND BACK OVER Y4" T&G PLYWOOD DAMS SET INTO BEAD OF NP1 OVER COATING FASTENED TO SLAB, ALL PER OF BASF MASTERSEAL M200 MEMBRANE TO FLOOR MANUFACTURER EXTEND OUT FROM OPENING, DOWN FACE OF RECOMMENDATIONS. m WALL AND OVER TOP AND FACE OF SLAB AT I PORCH. THIN SET STONE TILES OVER MEMBRANE AND CONTINUE STONE DOWN FACE STEEL REINFORCED CONCRETE OF SLAB 2". PROVIDE MASONRY INFILL AT GRADE BEAM STEPS DOWN THRESHOLD AS SHOWN OR STONE BLOCKS TO FROM LEVEL INTERIOR TO EXTEND STONE SILL OUT BEYOND FACE OF SLOPING PORCH, ALL OVER 6 JAMB TRIM. EXTEND STONE LATERALLY TO BE MIL POLYVINYL VAPOR BARRIER FLUSH WITH OUTBOARD FACE OF PVC JAMB AND TERMITE TREATED CLEAN TRIM ABUTTING SHINGLES. COMPACTED FILL NOTCH CONCRETE SLAB CORNER FOR STONE, T.0 P1 ir"m • • MEW BACKER ROD AND SEALANT UNDER DOOR SILL. 7,7 • _-I I— ! a a e I I i - WALL SECTI❑N w � M a o W Q [ Q N W Ww ¢U U �3 W W CG N W �a O Q . U o u W w o Q �Q �o W Ww ¢U U W W W CG N W �a O Q 3" 6" 12" 8" 16" 32" WALL SECTIONS 22 10-10-17 03-16-18 -d-/Y hmLs W y PRE. ARCRTE CT ";R--001038 PROVIDE 8 Y2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TO ENCLOSE CONDITIONED ATTIC SPACE. PROVIDE WALL FRAMING OR NETTING AS REQUIRED TO CONDITIONE TTIC OD TRUSSES STILTED OVER PI 2 HIGHER CEILINGS UNCONDITIONED ATTI C ICF WALL PLANES OPEN CELL POLYURETHANEOAM INSULATION 4" SOUND MINERAL OL INSULATION O 4_ �'a:R�Sn. k. .:iKG�y,sY ixs[" 3x24+ •�_. I� ®�► �notllfl 54,1. tETHANE 'ULATI •� 1 ��I ICF WALL PLANE I POR D ER CUT TO REST ON SLOPING SLAB B T MAINTAIN LEVEL TOP, SLEEPERS SET IN BEAD OF SEALANT OVEF MEMBRANE TO SI PPORT Y4" DECKING HERE CONSIDERE AZEK PVC DECKING TO MATCH SAME AT XISTING GUEST HOUSE. SHAPE CONCRET BEAM TO EXTEND 4" OUTBOARD OF W LL PLANE AND 4" TO SIDES BEYOND D OR FRAME TO BE COVERED WITH T IN SET STONE TILE AND VISUALLY SUPPO T BASE OF DOOR CASING TRIM. NO CH CORNER OF SLAB AS SHOWN TO A LOW FOR PLACEMENT OF STONE TILE UND R SILL WITH BACKER ROD AND SEALAN AT GAP BETWEEN SILL, AND STONE. — — A F77 - PT WOOD BLOCKING SHOT TO SUPPORT WOOD CEILING AND PROVIDE CHASE FOR WIRING TO POWER CEILING MOUNTED LIGHT FIXTURES. PVC COVERED BEAM WITH FYPON COVE AT SIDES BELOW 1X6 T&G PAINTED WOOD SOFFIT WITH JOINTS RUNNING PARALLEL TO HOUSE ENCLOSURE WALL. JOINTS AT SOUTHEAST CORNER PANEL RUN NORTH SOUTH FIBERGLASS LOUVERED SHUTTER SUCH AS BY ATLANTIC PREMIUM SHUTTERS TO BE CAPTURED BY FRAMING HERE CONSIDERED TO BE SHOP WELDED 316 STAINLESS TUBES SHOP -CLAD BY PVC SURROUND AS \ SHOWN. FRAME AFFIXED TO CMU PIERS OR ICF WALLS PER STRUCTURAL DRAWINGS. DECORATIVE CUSTOM PVC BLOCK BEYOND AT ENDS OF SHUTTER SUPPORTING BEAMS. EAST PORCH CEDAR SHINGLES SII �I h » f m 2'-3- ON PVC AND FYPON F IEZE TRIM, T&G WOOD SOFFIT AND BOR, CEMENTITIOUS TRI AT ROOF FASCIA TO MATC TYPICAL TREATMENT ARO D HOUSE BUT OVERHANG OFOF BEYOND SUPPORT BEAM INCREASES AT PORCH TO AC MMODATE FOR SETBACK FRO WALL FACE TO PIER FACE W ERE PORCH MEETS WALL. FASCI AT ROOF EDGE RUNS CONTI UOUS IN SAME PLANE ACR SS TRANSITION. SOFFIT P E RUNS CONTINUOUS BUT SOFFI IS 2 Ya" DEEPER AT PORCH. CENTER INE OF PIER co oo MAHOGANY WOOD RAILING SYSTEM TO MIMIC EXISTING AT GUEST HOUSE. TOP RAIL IS STAINED AND THE REST PAINTED WHITE. 4X4 POSTS BETWEEN PIERS TO RECEIVE PVC CAP TRIM TO MIMIC PIER CAP PROFILE AS SHOWN. STAINLESS STEEL FLASHING SET OVER LIQUID APPLIED WATERPROOFING AND SEALED WITH MORE TO EXTEND OVER AND PROTECT PVC TRIM AND DRIP AT GAP BEHIND DECKING FACE TRIM. 7 STEEL REINFORCED CONCRETE SLAB AND BEAM. SEE STRUCTURAL FOR DETAIL. ," PVC TRIM WITH GLUED AND MITERED CORNERS OVER PT WD BLOCKING OVER WATERPROOF MEMBRANE AS SHOWN BOTTOM OF NORTH/SOUTH BEAM TO ALIGN WITH BOTTOM OF EAST WEST BEAMS AND WALL TRIM ALONG ENCLOSURE WALL. CENTERLINE OF PIER WALL --SECTION ��- 1X6 T&G PAINTED WOOD SOFFIT AT 5/8" GYP CEIL GJ 6 UNDERSIDE OF WOOD TRUSSES WITH OVER WO D JOINTS RUNNING PARALLEL TO HOUSE TRUSSES VAULT y'� � U SOUTHEAST LLJOINTS 118 AT OCEAN FRON C RNER PANEL RUN BEDROOMS 00 NORTH SOUTH CONSIDER WOOD , , , DOOR HEAD TRId COMPOSED OF 2X 1X6 CEILING. TRIM PVC AND FYPOIl BEDMOLD MLD649-16 BASE OF VAULT CAPPED WITH PVC STRIP AND WITH CROWN. 00, STAINLESS STEL CAP FLASHING, ALL SEAL DOOR OVER 2X PTS P WOOD BLOCKING. FRAME AT SHIM HEAD TRIM ME EFS UNDERSIDE OF SPACE TO - CONTINUOUS FF IEZE BAND AT TOP OF MEMBRANE 61 PORCH WALL. COOR OPENING TO BE OVER BLOCKING COATED WITH L UID APPLIED AT EXTERIOR WATERPROOF M MBRANE EXTENDING AND INTERIOR OUT OVER AND ENCAPSULATING ENDS BLOCKING UNDER TRIM. HERE MEMBRANE COULD EXTEND UP AND OVER BLOCKING UNDER FRIEZE BAND AS SHOWN. IF EMBRANE RETURNS TO WALL ABOVE HEAD BLOCKING THEN ICF WALL PLANE Q P FLASHING VER HEAD TRIM MUST a s a d �ICIF TEND BACK 0 MEMBRANE AT ICF LL. MASTER BALCONY BEDROOM _ DOOR SILL TO B SET ONTO BEAD OF BASF MASTERSEA NPI URETHANE °O SEALANT IN STAI LESS STEEL PAN WITH SEALED END AND BACK DAMS SET ONTO 00 BEAD OF NP1 0 R COATING OF BASF MASTERSEAL M20i I MEMBRANE TO EXTEND OUT FROM OPENI JG, DOWN FACE OF WALL AND OVER OP AND FACE OF SLAB AT BALCONY. THR SET STONE TILES OVER MEMBRANE AT SIL W SLEEPERS TA DOWN TO TOP OF PT ICF WALL PLANES OPEN CELL POLYURETHANEOAM INSULATION 4" SOUND MINERAL OL INSULATION O 4_ �'a:R�Sn. k. .:iKG�y,sY ixs[" 3x24+ •�_. I� ®�► �notllfl 54,1. tETHANE 'ULATI •� 1 ��I ICF WALL PLANE I POR D ER CUT TO REST ON SLOPING SLAB B T MAINTAIN LEVEL TOP, SLEEPERS SET IN BEAD OF SEALANT OVEF MEMBRANE TO SI PPORT Y4" DECKING HERE CONSIDERE AZEK PVC DECKING TO MATCH SAME AT XISTING GUEST HOUSE. SHAPE CONCRET BEAM TO EXTEND 4" OUTBOARD OF W LL PLANE AND 4" TO SIDES BEYOND D OR FRAME TO BE COVERED WITH T IN SET STONE TILE AND VISUALLY SUPPO T BASE OF DOOR CASING TRIM. NO CH CORNER OF SLAB AS SHOWN TO A LOW FOR PLACEMENT OF STONE TILE UND R SILL WITH BACKER ROD AND SEALAN AT GAP BETWEEN SILL, AND STONE. — — A F77 - PT WOOD BLOCKING SHOT TO SUPPORT WOOD CEILING AND PROVIDE CHASE FOR WIRING TO POWER CEILING MOUNTED LIGHT FIXTURES. PVC COVERED BEAM WITH FYPON COVE AT SIDES BELOW 1X6 T&G PAINTED WOOD SOFFIT WITH JOINTS RUNNING PARALLEL TO HOUSE ENCLOSURE WALL. JOINTS AT SOUTHEAST CORNER PANEL RUN NORTH SOUTH FIBERGLASS LOUVERED SHUTTER SUCH AS BY ATLANTIC PREMIUM SHUTTERS TO BE CAPTURED BY FRAMING HERE CONSIDERED TO BE SHOP WELDED 316 STAINLESS TUBES SHOP -CLAD BY PVC SURROUND AS \ SHOWN. FRAME AFFIXED TO CMU PIERS OR ICF WALLS PER STRUCTURAL DRAWINGS. DECORATIVE CUSTOM PVC BLOCK BEYOND AT ENDS OF SHUTTER SUPPORTING BEAMS. EAST PORCH CEDAR SHINGLES SII �I h » f m 2'-3- ON PVC AND FYPON F IEZE TRIM, T&G WOOD SOFFIT AND BOR, CEMENTITIOUS TRI AT ROOF FASCIA TO MATC TYPICAL TREATMENT ARO D HOUSE BUT OVERHANG OFOF BEYOND SUPPORT BEAM INCREASES AT PORCH TO AC MMODATE FOR SETBACK FRO WALL FACE TO PIER FACE W ERE PORCH MEETS WALL. FASCI AT ROOF EDGE RUNS CONTI UOUS IN SAME PLANE ACR SS TRANSITION. SOFFIT P E RUNS CONTINUOUS BUT SOFFI IS 2 Ya" DEEPER AT PORCH. CENTER INE OF PIER co oo MAHOGANY WOOD RAILING SYSTEM TO MIMIC EXISTING AT GUEST HOUSE. TOP RAIL IS STAINED AND THE REST PAINTED WHITE. 4X4 POSTS BETWEEN PIERS TO RECEIVE PVC CAP TRIM TO MIMIC PIER CAP PROFILE AS SHOWN. STAINLESS STEEL FLASHING SET OVER LIQUID APPLIED WATERPROOFING AND SEALED WITH MORE TO EXTEND OVER AND PROTECT PVC TRIM AND DRIP AT GAP BEHIND DECKING FACE TRIM. 7 STEEL REINFORCED CONCRETE SLAB AND BEAM. SEE STRUCTURAL FOR DETAIL. ," PVC TRIM WITH GLUED AND MITERED CORNERS OVER PT WD BLOCKING OVER WATERPROOF MEMBRANE AS SHOWN BOTTOM OF NORTH/SOUTH BEAM TO ALIGN WITH BOTTOM OF EAST WEST BEAMS AND WALL TRIM ALONG ENCLOSURE WALL. CENTERLINE OF PIER WALL --SECTION N `O N 00 a mO N d' WOOD TRUSS BOTTOM CHORD RAISED �"� O N M 0I OVER PORCH TO ACHIEVE HIGHER Q, O U CEILINGS w d- rq 2,_�„ 2'-21" w U ATTIC 12 a� ��ww a 5 QU " a U W O 1- w 2'-3" <� BEDMOLD VER75 1X4 F.� A•1 91 BASE CAP VER 164 rc- SEALANT BEAD WASH " BASE CAP VER 164 B CONY 3/4" SHEET CENTERLINE OF PIER 1' 3" i" PVC SHEETS OVER PT VERTICAL FURRING PLANED TO • ► ^ CREATE OVERALL 15" SQUARE DIMENSION OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER w"<X FILLED SOLID WITH STEEL i REINFORCED CONCRETE PLAN SECTION 00400 00 BASE CAP VER 164 (VERSATE ) 5" 1X6 ROUND VER105 T w 2X PVC �11 BEDMOLD VER75 2X PVC PVC TRIM TO MIMIC SAME AT O EXISTING GUEST HOUSE PIERS AS SHOWN. VERTICAL 2X4 PT WOOD w W FURRING WITH BOTTOM AT TO O OF SLEEPER PT WOOD SLEEPERS TAPER CUT F•�•1 TO REST ON SLOPING F-�-•I A CONCRETE SLAB BUT MAINTAIN H LEVEL TOP TO SUPPORT Y WOOD OR AZEK DECKING. STOP F% SLEEPERS SHORT OF FURRING n AT PIER TO ALLOW WATER TO N ° DRAIN AROUND PIER. �••--I E ST W `� P RICH LIQUID APPLIED WATERPROOF F MEMBRANE AT CMU PIER RUNS ONTO SLAB TO BE COVERED BY O SLAB WATERPROOFING THAT RUNS 4" UP PIER CENTERLINE OF PIER CEDAR SHINGLES OVER VENTING FABRIC OVER PT 1X4 HORIZONTAL FURRING STRIPS OVER PT 2X4 VERTICAL FURRING OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED 1" SOLID WITH STEEL REINFORCED CONCRETE oo 0 1'- 4'-0„ 4" - PVC TRIM AS RAMS CROWN AND 1X SKIRT OVER BRICK VENEER " AT 2' SQUARE PEDESTAL RESTING ON CONCRETE SLAB PRIMARY CONCRETE PORCH SLAB AND GRADE BEAM SHOWN 3„ HERE TO EXTEND BEYOND FACE 4 OF CMU PIERS TO SUPPORT BRICK VENEER AT PEDESTALS AS WELL, SLAB AT POOL DECK TO MEET PORCH SLAB ALLOWING 0" GAP FOR EXPANSION MATERIAL. STONE TILE OVER CONCRETE SLAB SLOPING TO DRAIN. 1". CONSIDER USE OF SLOT POOL DRAIN CAST INTO SLAB. v2'70" , i - -I I I -I- =1 I II--, ° : - � • : �,.�_ =1 ! 1-1 I 1=1 I 1==i I LSI I !_. 1II-1I�il i�- -, --- I- �_:_ :_ -I - - I I_I I 1 -III -I (I_ WALL S H, ECTION 3" 6" 12' g„ 16" 321" 1 WALL SECTIONS 23 10-10-17 03-16-18 11 � r) u+r ,� � f i rI • AR --00103132 � 118 4 1. 0" 00, - ° 61 a a° Q a a s a d i I I _ N `O N 00 a mO N d' WOOD TRUSS BOTTOM CHORD RAISED �"� O N M 0I OVER PORCH TO ACHIEVE HIGHER Q, O U CEILINGS w d- rq 2,_�„ 2'-21" w U ATTIC 12 a� ��ww a 5 QU " a U W O 1- w 2'-3" <� BEDMOLD VER75 1X4 F.� A•1 91 BASE CAP VER 164 rc- SEALANT BEAD WASH " BASE CAP VER 164 B CONY 3/4" SHEET CENTERLINE OF PIER 1' 3" i" PVC SHEETS OVER PT VERTICAL FURRING PLANED TO • ► ^ CREATE OVERALL 15" SQUARE DIMENSION OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER w"<X FILLED SOLID WITH STEEL i REINFORCED CONCRETE PLAN SECTION 00400 00 BASE CAP VER 164 (VERSATE ) 5" 1X6 ROUND VER105 T w 2X PVC �11 BEDMOLD VER75 2X PVC PVC TRIM TO MIMIC SAME AT O EXISTING GUEST HOUSE PIERS AS SHOWN. VERTICAL 2X4 PT WOOD w W FURRING WITH BOTTOM AT TO O OF SLEEPER PT WOOD SLEEPERS TAPER CUT F•�•1 TO REST ON SLOPING F-�-•I A CONCRETE SLAB BUT MAINTAIN H LEVEL TOP TO SUPPORT Y WOOD OR AZEK DECKING. STOP F% SLEEPERS SHORT OF FURRING n AT PIER TO ALLOW WATER TO N ° DRAIN AROUND PIER. �••--I E ST W `� P RICH LIQUID APPLIED WATERPROOF F MEMBRANE AT CMU PIER RUNS ONTO SLAB TO BE COVERED BY O SLAB WATERPROOFING THAT RUNS 4" UP PIER CENTERLINE OF PIER CEDAR SHINGLES OVER VENTING FABRIC OVER PT 1X4 HORIZONTAL FURRING STRIPS OVER PT 2X4 VERTICAL FURRING OVER WATERPROOF MEMBRANE OVER 12" SQUARE CMU PILASTER BLOCK PIER FILLED 1" SOLID WITH STEEL REINFORCED CONCRETE oo 0 1'- 4'-0„ 4" - PVC TRIM AS RAMS CROWN AND 1X SKIRT OVER BRICK VENEER " AT 2' SQUARE PEDESTAL RESTING ON CONCRETE SLAB PRIMARY CONCRETE PORCH SLAB AND GRADE BEAM SHOWN 3„ HERE TO EXTEND BEYOND FACE 4 OF CMU PIERS TO SUPPORT BRICK VENEER AT PEDESTALS AS WELL, SLAB AT POOL DECK TO MEET PORCH SLAB ALLOWING 0" GAP FOR EXPANSION MATERIAL. STONE TILE OVER CONCRETE SLAB SLOPING TO DRAIN. 1". CONSIDER USE OF SLOT POOL DRAIN CAST INTO SLAB. v2'70" , i - -I I I -I- =1 I II--, ° : - � • : �,.�_ =1 ! 1-1 I 1=1 I 1==i I LSI I !_. 1II-1I�il i�- -, --- I- �_:_ :_ -I - - I I_I I 1 -III -I (I_ WALL S H, ECTION 3" 6" 12' g„ 16" 321" 1 WALL SECTIONS 23 10-10-17 03-16-18 11 � r) u+r ,� � f i rI • AR --00103132 :� �TTI 0 PI ATF 4-41'--� 3 /d"1 Y2" THICK STENCIL CUT WHITE PAINTED SHEET F PVC ADHERED TO Y" THICK BLUE D AINTED SHEET OF PVC MOUNTED TO ' P STIC STRIPS AT ICF WALL THROUGH R WALL CAT 5 WATERPROOF MEMBRANE a APPLIED TO ICF WALL. PROVIDE ADDITIONAL m YER OF J" PVC AS PICTURE FRAME ARO NO BORDER OF STENCIL CUT SHEET. ARCHITECT WILL PROVIDE CAD FILES OR FULL o SCALE PRINT OF STENCIL PATTERN. 00 BED 0 M 2 T.O. PLYWD. +3 V- 1 1 4" S CLAQ 9' ND EXPOSED TOP EDGES OF PVC + SHEETS TO DRAIN. TAKE CARE TO AND GLUE ALL PVC LAYERS AND 7'-1" j i o of I 5 �o W Ww - — - PAINT TO AVOID WATER INTRUSION. 4' T. 0. S AB 1 9 9 — 99 Z�U N Q T.O.PLYWD. +31 '-1 FRAMING ELEMENT WITH CURVED • u r� 2X PV 3 EDGE AT OUTBOARD SIDE SEEN BEYOND -: o G� tiwNWa BLOCKING AT WINDOW OPENINGS BE COVERED WITH WATERPROOF PT BLOCKING NOT AT WINDOW OPENINGS MAY BE COVERED WITH 2X PT 10 MEMBRANE. 13 — T.O.S B 19'-3" 6" N r - WATE PROOFING OR NOT DEPENDING ON - PREFERED SEQUENCE. 4 to WS, ' — • •, • to N s i I jjX 4 ENTRY PORCH ` e ° IIIIII-III-1I1=1II � 0 SIN d Yn �-x �I IN 1 --Io 01 I 1'-114" �w O 7- » > ff I --IN ^ IN 1 �I`0 0 I N T.O. PLYWD. +3V- 1 1 499 3)) O T. 0. 51„ 2 Q 011 N 7'-1" o of I 5 �o W Ww - — - QU U T. 0. S AB 1 9 9 — 99 Z�U N Q O • u r� WQ QQQ!WN o G� tiwNWa — T.O.S B 19'-3" - - — • •, • ` e ° IIIIII-III-1I1=1II � `' e �II1- � _� I i_l I' II �^ —III—III—III—III L_I d Q d ^ • :1 /• _ a 4 d� d a a a d WAL SECTION d C, o — v » > ff I --IN ^ IN 1 �I`0 0 I N T.O. PLYWD. +3V- 1 1 499 3)) O T. 0. 51„ 2 11 —11,, 1 I 1' 1 7„ 51'' 5" 32" I 93, '/. 7'-3" 0 4„ Q 011 N 7'-1" o of I 5 �o 11 —11,, 1 I 1' 1 7„ 51'' 5" 32" I 93, '/. 7'-3" 0 4„ Q 011 N 7'-1" 9'-7" w o Q xQ �o W Ww QU U W W � u Z�U N Q O • u r� WQ QQQ!WN o G� tiwNWa w o Q xQ �o W Ww QU U W W W� Z�U N Q O 3" 6" 12" 32" WALL SECTIONS 10-10-17 03-16-18 ",`tFHITF�T AR -0010382 0 WALL SECTION 1'_o" 7" 51 2 4 Ii 1'-0" 00 ro PE T,O.P �4 CLOSET ATTI C CLOSET SHAPE CONCRETE TO EXTEND 4" m EXTENT OF CONCRETE SHEER WALL BEDROOM 2 ILL PLANE AND 4 TO INSULATION PROVIDES OPPORTUNITY EITHER SIDE OF SIDES BEYOND DOOR FRAME TO BE ELEVATOR SHAFT FOR CREATION OF VISUALLY SUPPORT BASE OF DOOR OPENINGS THROUGH WALL FOR HVAC RAY FOAM- CLOED C -LL SPRAY CASING TRIM. NOTCH CORNER OF SLAB DUCTS AS OPTIMAL FOR MECHANICAL LATIO POLYURE TIANE INSULATION AS SHOWN TO ALLOW FOR PLACEMENT OF SYSTEM SOUND INSULATION 1X6 '&G 111) SOFFIT 111STONE a,a ErO.SLAB 6 '01 >< V-1 AND STONE. FYPON COVE MLD592-16 x L 10-10-17 —Aim -u.bLA INSWING DOOR AND TRANSOM 2X PVC TRIM WINDOW SET DEEPER INTO WALL, PROVIDE WIDER AND TALLER WALL OPENING TO ACCOMMODATE DOUBLE WINDOW HEAD TRIM COMPOSED OF 2X PVC AN BUCKS INCLUDING 2X6 INNER RING FYPON BEDMOLD MLD649-16 CAPPED WITH Y2" TO RECEIVE DOOR AND WINDOW PVC STRIP AND STAINLESS STEEL CAP FLASHING, FLANGES. OFFSET REQUIRES ALL OVER 2X PT SYP WOOD BLOCKING. WINDOW ADDITIONAL 2X PVC TRIM PIECE OPENING TO BE COATED WITH LIQUID APPLIED ARCHITEZ, BEHIND FACE TRIM. INSTALLATIONOTHERWISE WATERPROOF MEMBRANE EXTENDING OUT OVER AR-OoiO382 TYPICAL. FLANGES FOR AND ENCAPSULATING BLOCKING UNDER TRIM. TYPICAL OUTSWING DOORS SET AT HERE MEMBRANE EXTENDS UP AND OVER FACE OF BLOCKING MOUNTED TO BLOCKING UNDER BEAM TRIM,. ICF WALL. CEDAR SHINGLES BEYOND FACE TRIM AT TRANSOM SHAPED TO MITER INTO INTERIOR PROFILE 2X PVC FACE TRIM OF JAMB CASING 2X FRAMING AT TRANSOM WRAPPED 3 SIDES WITH WATERPROOF MEMBRANE TO RECEIVE DOOR AND WINDOW FLANGES THEN SEALED WITH LIQUID MEMBRANE. BACKER ROD AND SEALANT AT EXTERIOR AND INTERIOR FACE OF FRAME. I i FOYER ENTRY PORCH ICF WALL PLANE SHINGLE PROFILE HIDDEN 4 T.O.SLAB +19'-3" f2� ire 11 4 0 WALL SECTION 1'_o" 7" 51 2 4 Ii 1'-0" 00 ro PE T,O.P �4 CLOSET CLOSET SHAPE CONCRETE TO EXTEND 4" SOUND EXTENT OF CONCRETE SHEER WALL ILL PLANE AND 4 TO INSULATION PROVIDES OPPORTUNITY EITHER SIDE OF SIDES BEYOND DOOR FRAME TO BE ELEVATOR SHAFT FOR CREATION OF VISUALLY SUPPORT BASE OF DOOR OPENINGS THROUGH WALL FOR HVAC I cl__J CASING TRIM. NOTCH CORNER OF SLAB DUCTS AS OPTIMAL FOR MECHANICAL AS SHOWN TO ALLOW FOR PLACEMENT OF SYSTEM TILE UNDER SILL WITH BACKER TRUSS SHAPE CONCRETE TO EXTEND 4" SOUND ILL PLANE AND 4 TO INSULATION SIDES BEYOND DOOR FRAME TO BE CD VISUALLY SUPPORT BASE OF DOOR -y I cl__J CASING TRIM. NOTCH CORNER OF SLAB AS SHOWN TO ALLOW FOR PLACEMENT OF C) TILE UNDER SILL WITH BACKER 111STONE a,a ErO.SLAB im mro 00 V-1 AND STONE. L 10-10-17 —Aim -u.bLA 03 -16-18 ��i1�3 IYER WOOD CASING TRIM IF Y' WOOD 06 SING TRIM DECORATIVE WOODEN BLOCKS AT BASE OF TIR' NSOM FRAME /7 /d 3 00 A L KITCHEN � WOOD CASING 4 I= I WALL SECTIEIN 1 00 6� SIN A�X x ol Xx 423 +J31 PROVIDE 8 Y2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TO ENCLOSE CONDITIONED ATTIC SPACE. PROVIDE WALL FRAMING OR NETTING AS REQUIRED TO ACCOMMODATE INSTALATION. C-4 oc ...... . ... . ..... .... 00 O W C) u U u WOOD TRUSS �S STILTED OVER PORC Q+ w O V ) OVER FOR HIGHER -.QILINGS WQ CIO') p4 W rq TWO �pgao� . PLATE +41'-3 3/4' 1X6 T&G PAINTED WOOD SOFFIT AT UNDERSIDE OF WOOD TRUSSES WITH 5/8" GYP CEILI G OVER WO D JOINTS RUNNING PARALLEL TO HOUSE TRUSSES VAULT NCL OSU RE WkLL. JOINTS AT AT OCEAN FRON SOUTHEAST CCIRNER PANEL RUN BEDROOMS NORTH SOUTH CONSIDER WOOD DOOR HEAD TRIM COMPOSED OF 2X 1X6 CEILING. TRIM PVC AND FYPO I BEDMOLD MLD649-16 BASE OF VAULT WITH CROWN. CAPPED WITH PVC STRIP AND STAINLESS STEI L CAP FLASHING, ALL SEAL DOOR OVER 2X PTS P WOOD BLOCKING. FRAME AT SHIM HEAD TRIM ME E rS UNDERSIDE OF SPACE TO CONTINUOUS A IEZE BAND AT TOP OF MEMBRANE PORCH WALL. I OOR OPENING TO BE OVER BLOCKING COATED WITH LQUID APPLIED AT EXTERIOR WATERPROOF M-MBRANE EXTENDING AND INTERIOR OUT OVER AND ENCAPSULATING ENDS BLOCKING UNDI R TRIM. HERE MEMBRANE CO LD EXTEND UP AND OVER BLOCKINC UNDER FRIEZE BAND AS SHOWN. IF OEMBRANE RETURNS TO ICF WALL ABOVI_ HEAD BLOCKING THEN FLASHING )VER HEAD TRIM MUST LA ICF WALL PLANE CAP �EXTEND SBHClK 10 MEMBRANE AT ICF WALL. MASTER m BALCONY BEDROOM DOOR SILL TOB SET ONTO BEAD OF BASF MASTERSEAl NP1 URETHANE SEALANT IN STAINLESS STEEL PAN WITH SEALED END AND BACK DAMS SET ONTO BEAD OF NP1 OVER COATING OF BASF 00 MASTERSEAL M200 MEMBRANE TO EXTEND OUT FROM OPEN14G, DOWN FACE OF WALL AND OVER OP AND FACE OF SLAB AT BALCONY, THIN SET STONE TILES OVER MEMBRANE AT SILL DOWN TO TOP OF PT WD SLEEPERS TAPER CUT TO REST ON ICF WALL PLANES SLOPING SLAB BUT MAINTAIN LEVEL TOP. SLEEPERS SET IN BEAD OF SEALANT OVER MEMBRANE TO SLPPORT 9/4" DECKING 4" OPEN CELL MATCH SAME AT XISTING GUEST HOUSE. SPRAY FOAM POLYURETHANE INSULATION SHAPE CONCRETE BEAM TO EXTEND 4" OUTBOARD OF WILL PLANE AND 4" TO SIDES BEYOND D OR FRAME TO BE COVERED WITH TIIIN SET STONE TILE AND 4" SOUND VISUALLY SUPPORT BASE OF DOOR MINERAL WOOL CASING TRIM. NO CH CORNER OF SLAB ---INSULATION AS SHOWN TO ALLOW FOR PLACEMENT OF STONE TILE UNDER SILL WITH BACKER ROD AND SEALANT AT CAP BETWEEN SILL u 4� AND STONE. co TS T A 9 PT WOOD BLOCKING SHOT TO rnmr.RFTF Aq PFf)IIIRFD TO SUPPORT WOOD CEILING AND PROVIDE CHASE FOR WIRING /�� POWER CEILING MOUNTED LIGHT HT BEAMS MAJOR BEAMS EAST LIW G PORCH L _U c5l 751 co 3" 6" 121 8" 16" 321 " WALL SECTIONS SHAPE CONCRETE TO EXTEND 4" ILL PLANE AND 4 TO SIDES BEYOND DOOR FRAME TO BE CD VISUALLY SUPPORT BASE OF DOOR -y I cl__J CASING TRIM. NOTCH CORNER OF SLAB AS SHOWN TO ALLOW FOR PLACEMENT OF C) TILE UNDER SILL WITH BACKER 111STONE a,a ErO.SLAB 4 ROD AND SEALANT AT GAP BETWEEN SILL 00 V-1 AND STONE. PROVIDE 8 Y2" OPEN CELL POLYURETHANE SPRAY FOAM INSULATION TO ENCLOSE CONDITIONED ATTIC SPACE. PROVIDE WALL FRAMING OR NETTING AS REQUIRED TO ACCOMMODATE INSTALATION. C-4 oc ...... . ... . ..... .... 00 O W C) u U u WOOD TRUSS �S STILTED OVER PORC Q+ w O V ) OVER FOR HIGHER -.QILINGS WQ CIO') p4 W rq TWO �pgao� . PLATE +41'-3 3/4' 1X6 T&G PAINTED WOOD SOFFIT AT UNDERSIDE OF WOOD TRUSSES WITH 5/8" GYP CEILI G OVER WO D JOINTS RUNNING PARALLEL TO HOUSE TRUSSES VAULT NCL OSU RE WkLL. JOINTS AT AT OCEAN FRON SOUTHEAST CCIRNER PANEL RUN BEDROOMS NORTH SOUTH CONSIDER WOOD DOOR HEAD TRIM COMPOSED OF 2X 1X6 CEILING. TRIM PVC AND FYPO I BEDMOLD MLD649-16 BASE OF VAULT WITH CROWN. CAPPED WITH PVC STRIP AND STAINLESS STEI L CAP FLASHING, ALL SEAL DOOR OVER 2X PTS P WOOD BLOCKING. FRAME AT SHIM HEAD TRIM ME E rS UNDERSIDE OF SPACE TO CONTINUOUS A IEZE BAND AT TOP OF MEMBRANE PORCH WALL. I OOR OPENING TO BE OVER BLOCKING COATED WITH LQUID APPLIED AT EXTERIOR WATERPROOF M-MBRANE EXTENDING AND INTERIOR OUT OVER AND ENCAPSULATING ENDS BLOCKING UNDI R TRIM. HERE MEMBRANE CO LD EXTEND UP AND OVER BLOCKINC UNDER FRIEZE BAND AS SHOWN. IF OEMBRANE RETURNS TO ICF WALL ABOVI_ HEAD BLOCKING THEN FLASHING )VER HEAD TRIM MUST LA ICF WALL PLANE CAP �EXTEND SBHClK 10 MEMBRANE AT ICF WALL. MASTER m BALCONY BEDROOM DOOR SILL TOB SET ONTO BEAD OF BASF MASTERSEAl NP1 URETHANE SEALANT IN STAINLESS STEEL PAN WITH SEALED END AND BACK DAMS SET ONTO BEAD OF NP1 OVER COATING OF BASF 00 MASTERSEAL M200 MEMBRANE TO EXTEND OUT FROM OPEN14G, DOWN FACE OF WALL AND OVER OP AND FACE OF SLAB AT BALCONY, THIN SET STONE TILES OVER MEMBRANE AT SILL DOWN TO TOP OF PT WD SLEEPERS TAPER CUT TO REST ON ICF WALL PLANES SLOPING SLAB BUT MAINTAIN LEVEL TOP. SLEEPERS SET IN BEAD OF SEALANT OVER MEMBRANE TO SLPPORT 9/4" DECKING 4" OPEN CELL MATCH SAME AT XISTING GUEST HOUSE. SPRAY FOAM POLYURETHANE INSULATION SHAPE CONCRETE BEAM TO EXTEND 4" OUTBOARD OF WILL PLANE AND 4" TO SIDES BEYOND D OR FRAME TO BE COVERED WITH TIIIN SET STONE TILE AND 4" SOUND VISUALLY SUPPORT BASE OF DOOR MINERAL WOOL CASING TRIM. NO CH CORNER OF SLAB ---INSULATION AS SHOWN TO ALLOW FOR PLACEMENT OF STONE TILE UNDER SILL WITH BACKER ROD AND SEALANT AT CAP BETWEEN SILL u 4� AND STONE. co TS T A 9 PT WOOD BLOCKING SHOT TO rnmr.RFTF Aq PFf)IIIRFD TO SUPPORT WOOD CEILING AND PROVIDE CHASE FOR WIRING /�� POWER CEILING MOUNTED LIGHT HT BEAMS MAJOR BEAMS EAST LIW G PORCH L _U c5l 751 co 3" 6" 121 8" 16" 321 " WALL SECTIONS SHAPE CONCRETE TO EXTEND 4" ILL PLANE AND 4 TO SIDES BEYOND DOOR FRAME TO BE COVERED WITH THIN SET STONE TILE AND VISUALLY SUPPORT BASE OF DOOR 25 CASING TRIM. NOTCH CORNER OF SLAB AS SHOWN TO ALLOW FOR PLACEMENT OF 1, Vl TILE UNDER SILL WITH BACKER 111STONE a,a ErO.SLAB 4 ROD AND SEALANT AT GAP BETWEEN SILL V-1 AND STONE. L 10-10-17 —Aim -u.bLA 03 -16-18 <7 6 ARCHITEZ, AR-OoiO382 WALL SECTION 4 ATTI C +41'-3 3 4" --=_- S AIR 2" THICKER JAMB TRIM HERE AS 2" -- -- - LAMINATED _PVC -- - , F t< JAMB DETAIL io cD ;n - PICTURE FRAME OF PVC TRIM TO SURROUND._ PANEL INSET BETWEEN TWO STACKED WINDOWS ALL SET BETWEEN THICKENED JAMBS PANEL TO CONSIST OF TWO LAYERS- OF Yz" PVC SHEETS. WHITE OUTER SHEET LAYER TO BE CUT WITH _ STENCIL -..PATTERN TO REVEAL _PART. OF BLUE PAINTED INNER SHEET FOR DECORATIVE RELIEF. JAMB DETAIL AT WALL BETWEEN STACKED WINDOWS AT STAIR _. -_.LANDING_ -- SURROUND WALL-SPACE-a-TWEEN - L2 6 STACKED WINDOWS WITH WINDOW TRIM TO VISUALLY JOIN WINDOWS - --1NT0 SINGLE UNIT 00 I - ANGLE CUT BOTTOM --SEGMENT- Cf- GLUED, F GLUED, LAMINATED PVC FRAME TO JAMB SHED WATER. PROVIDE WHITE IDETAIL „'11 1 PAINTED METAL--FLASHING-OVER TRIM AT WINDOW HEAD. 0 I N - S AIR 1 r, PVC BLOCK SILL SHOP CUT TO =5 91" 32 a o MW 4 4 � 2#r; o DECORATIVE PVC BLOCKS BELOWI N 19.1181 " GYPSUM BOARD ENDS OF DECORATIVE SILL EITHER Q �2 - SIDE -OF -SHINGLE -WALL - i < U O s PROVIDE Y" GYP BD COVER OF `�� C SOFFTs ICF AND UNDERSIDE OF STAIR L i NEN -FRAiING-TF-AREA UNDER -STAIR IS SHAFT I CLAIMED FOR STORAGE. a CLOSET UNDER S AIR E CUT AWAY FOAM AT ICF WALL CONCRETE SLAB AND a MINIMAL SHINGLE FLARE OVER ATTIC -METAL -FLASHING-OVER PVC TRIM AT TOP OF THIN CUT BRICK CONCRETE CORE PER VENEER OVER CMU AND CONCRETE d� fi FOUNDATION. WATERPROOF 4 co- MEMBRANE CONTINUOUS DOWN ' ---- - \ _FACE OF _ICF AND CONCRETE TO FOOTING. SPANNING BETWEEN 1' k. T.O.PLATE +41'-3 3Z4' 2� ABSENT FACE WALL WITH h" 4 PLYWOOD OVER FOAM OR 8 ' 16" 3 2 C 16 t -- I ! 1-11 I—III—I ! i =III=III=1 I � 111=I i I—III—I =1 1=111=1 1=1 ISI i 1=1 a° 71 —1 1-1 I!-1 I I I 1=1 I —� — 1=1 I I WALL SECTI❑N =5 91" 32 a o 4 4 � 2#r; o 1 19.1181 " GYPSUM BOARD N00 M Q �2 �o Ww U O ELEVATOR `�� C SOFFTs �Q L i NEN �H SHAFT I N a CLOSET � =0N CUT AWAY FOAM AT ICF WALL CONCRETE SLAB AND a TO MOUNT 2-2X12'S TO ATTIC CONCRETE CORE PER d� fi 4 4 co- - ---- - \ (I REQUIREMENTS. WHERE 2X12'S SPANNING BETWEEN k. T.O.PLATE +41'-3 3Z4' w ABSENT FACE WALL WITH h" 4 PLYWOOD OVER FOAM OR =5 (N) WALL SECTI❑N T.O.PLATE 91" T.O.PLATE 110 4 4 � 2#r; (N) WALL SECTI❑N T.O.PLATE 91" T.O.PLATE 110 2# 8" 1 2#r; o 1 19.1181 " GYPSUM BOARD N00 M Q W �o Ww U O ELEVATOR `�� C SOFFTs �Q L i NEN �H SHAFT I N a CLOSET � =0N CUT AWAY FOAM AT ICF WALL CONCRETE SLAB AND a TO MOUNT 2-2X12'S TO ATTIC CONCRETE CORE PER GRADE BEAMS fi 4 ELEVATOR COMPANY — 1,10F (I REQUIREMENTS. WHERE 2X12'S SPANNING BETWEEN T.O.PLATE +41'-3 3Z4' w ABSENT FACE WALL WITH h" 4 PLYWOOD OVER FOAM OR 8 ' 16" 3 2 C WOOD STUD WALL FRAMING TO AND PILINGS. SLAB TO PROVIDE FLUSH SMOOTH SURFACE ALL AROUND SHAFT a - BE POURED OVER ABOVE CONCRETE. +31-11 3/4"- VAPOR BARRIER SUCH o AS 6 MIL POLYVINYL 1'-0" ELEVATOR HERE CONSIDERED ROPED HYDRAULIC LIFT BY ° RESIDENTIAL ELEVATOR LAPPED AND SEALED COMPANY, MODEL LLH-9501 ° WITH HP -4 LAYOUT AND 8' ALL OVER CLEAN COMPACTED TERMITE a CAB. OWNER TO SELECT 7" FINISHES AND ACCESSORIES, TREATED FILL. SLAB � CONFIRM THAT SPACING HERE IS ADEQUATE FOR PASSAGE OF I VERTICAL EXHAUST DUCT FROM HOOD OVER COOKTOP ITC H E N BEACH BATH WITH MUD SET SLOPING FLOOR CROWN MOLDING AT UNDERSIDE WALL OF MAJOR BEAMS. BEAMS ANDi 2�^ CEILING ABOVE TRIM TO BE WOOD. SEE INTERIOR DESIGN I SO WHOLE ROOM ACTS AS SHOWER. DRAWINGS FOR DETAIL 4� �a CUSTOM EXHAUST HOOD PER INTERIOR DESIGNER OVER T. .S B +19'x_ COOKTOP ` e d N DECORATIVE WALL COVERING BEHIND COOKTOP AS EXTENDED 26 BACKSPLASH PER INTERIOR =_' PLANTER AT BASE OF DESIGNER SELECTION AND DETAIL ! GON INU€ RANGE APPLIANCE TO BE — (- SELECTED �t 'L ELEVATOR PIT. PROVIDE d AROU �° SASE OF URVE[� 8 POURED 1N a; WATERPROOFING PER 10-10-17 �LACEI CONCRETE MANUFACTURER 2} RECOMENDATIONS. - — +19'-3' VENEER AS SH( WN ISL' AROUND PLATER ,_ -; °4 -` -- I I El I 03-16-18 III—I ! hI ! co n _ - _— (N) WALL SECTI❑N T.O.PLATE 2 � 4 ICV �. ti A JAM B DETAIL � 1 19 4 - — —Z34 n <7 4 ./1 ZII N a 4 4 4 ! I I 4 <7 - -- - 17 00 _I— 1 91" 110 2# 8" 1 `0 N o 1 19.1181 M N00 M Q W �o Ww U O �U U 4 C SOFFTs �Q Z �H i N a O � =0N CONCRETE SLAB AND a ATTIC Q GRADE BEAMS fi 4 — (I a� SPANNING BETWEEN T.O.PLATE +41'-3 3Z4' w Q w N 4 CONCRETE PILE CAPS 8 ' 16" 3 2 C AND PILINGS. SLAB TO BE POURED OVER 2 � 4 ICV �. ti A JAM B DETAIL � 1 19 4 - — —Z34 n <7 4 ./1 ZII N a 4 4 4 ! I I 4 <7 - -- - 17 00 _I— 1 91" 110 2# 8" 1 `0 N o 3„ 6„ 12„ 19.1181 M N00 M Q W �o Ww U O �U U W C SOFFTs �Q Z �H i N O � =0N 2 � 4 ICV �. ti A JAM B DETAIL � 1 19 4 - — —Z34 n <7 4 ./1 ZII N a 4 4 4 ! I I 4 <7 - -- - 17 00 _I— 1 d- i i OFFICE 00 BEACH BATH 0 Ln CARRY TILE INTO WINDOW OPENING OVER WATERPROOF MEMBRANE AND SEAL TO WINDOW FRAME. SLOPE SILL TO DRAIN. w 91" 110 2# 8" 1 `0 N o 3„ 6„ 12„ M N00 M Q W �o Ww U O �U U W C SOFFTs �Q Z �H N O CONCRETE SLAB AND ATTIC Q GRADE BEAMS fi — SPANNING BETWEEN T.O.PLATE +41'-3 3Z4' w Q w N CONCRETE PILE CAPS 8 ' 16" 3 2 C AND PILINGS. SLAB TO d- i i OFFICE 00 BEACH BATH 0 Ln CARRY TILE INTO WINDOW OPENING OVER WATERPROOF MEMBRANE AND SEAL TO WINDOW FRAME. SLOPE SILL TO DRAIN. w I' o 3„ 6„ 12„ xQ Q W �o Ww �U U W W �Q Z �H N O CONCRETE SLAB AND I' 3„ 6„ 12„ STEEL REINFORCED CONCRETE SLAB AND GRADE BEAMS — SPANNING BETWEEN CONCRETE PILE CAPS 8 ' 16" 3 2 " AND PILINGS. SLAB TO BE POURED OVER VAPOR BARRIER SUCH o AS 6 MIL POLYVINYL SHEETS WITH EDGES LAPPED AND SEALED ALL OVER CLEAN COMPACTED TERMITE a TREATED FILL. SLAB � I RECESSED 4" AT I BEACH BATH WITH MUD SET SLOPING FLOOR WALL 2�^ I SO WHOLE ROOM ACTS AS SHOWER. SECTIONS T. .S B +19'x_ 26 =_' PLANTER AT BASE OF , : GON INU€ — (- FO!bTIN6 S SHOWN AROU �° SASE OF URVE[� 8 POURED 1N a; 10-10-17 �LACEI CONCRETE 1NALL. PRdVIDLCK - — VENEER AS SH( WN ISL' AROUND PLATER ,_ -; x • — -` -- 03-16-18 -WALLE _--WALL EAT�N� t2 THickNps AMPS �— ) !�I�! FRHEL1 - _-- 2- AR -001033 WALL SECTI❑N ❑ _t41'-3 3/4' ATTIC A, T. 0.. LATE OFFICE 1X4 VERTICAL FURRING,–, NMI; CURVED 2X VERTICAL FURRING N 7 ) I 1 10" 311 16 83 )) � �v I 1 51 2 11" 7 PRESSURE TREATED CEDAR SHINGLES OVER 1X4 PT % HORIZONTAL FURRING STRIPS ATTACHED AT 5-1/2" III GYP _WOOD WOOD TRANSOM WINDOW 40 4 K CENTERS OVER VERTICAL 1X4 PT FURRING STRIPS �o cD kow WOOD JAMB TRIN POCKET DOOR HARDWARE SUPPORT AND VERTICAL DOOR DIMENSION TO BE DISCUSSED DINING ATTACHED AT 24" CENTERS TO PLASTIC EMBEDS AT ICF W W �Q LJ MB DETAI WALL THROUGH CONTINUOUS LIQUID APPLIED WATERPROOF COUNTERTOP WOOD W �� O , -h 7 r- MEMBRANE OVER FACE OF ICF WALL. BOTTOM OF VERTICAL • 6X6 SUPPORT POST WOOD/GLASS POCKET DOOR BASE CABINET BEYOND. SEE INTERIOR DESIGNE DRAWINGS WOOD JAMB TRId FURRING STRIPS ABUT TOP OF VERTICAL 2X PT BLOCKING CUT WITH CURVED SHAPE TO PROVIDE FLARE AT BASE OF /� SHINGLE WALL. CURVED BLOCKING TO BE SET OVER I'llll CONTINUOUS WATERPROOF MEMBRANE OVER Y2" PLYWOOD OVER AllGtE CUI StOCKING ATTACHED 0 uFFSE7 !CF WALLS. IFIN 7j" 3'10" 4'-2" rx, 2'-0" 1 X4 VERTICAL FURRING, CURVED 2X VERTICAL FURRING BATH GALLERY NICHE 6" T.O.PLYWD., \CASED OPENING BEYOND TRIM PROFILES PER SHINGLES OVER HORIZONTAL FURRING OVER CURVED BLOCKING OVER MEMBRANE INTERIOR DESINGER )/2" PLYWOOD OVER ANGLE CUT BLOCKING ATTACHED TO OFFSET ICF WALLS., K GYP. PT BLOCKING ABOVE PVC TRIM OVERBD 2X4 STUD CN WALL DRAINAGE CHANNELS BETWEEN VERTICAL FURRING CONTINUOUSLY "Y OPEN DOWN FACE OF MEMBRANE SHINGLES OVER HORIZONTAL 1X4 FURRING OVER VERTICAL 1X4 FURRING OVER WATERPROOF MEMBRANE OVER ICF 1X4 VERTICAL FURRING,–, NMI; CURVED 2X VERTICAL FURRING N 7 ) I 1 10" 311 16 83 )) � �v I 1 51 2 11" 7 % III GYP _WOOD WOOD TRANSOM WINDOW 40 4 K co TCHEN �o cD kow WOOD JAMB TRIN POCKET DOOR HARDWARE SUPPORT AND VERTICAL DOOR DIMENSION TO BE DISCUSSED DINING �U U W W �Q LJ MB DETAI COUNTERTOP WOOD W �� O , -h 7 r- T -00 6X6 SUPPORT POST WOOD/GLASS POCKET DOOR BASE CABINET BEYOND. SEE INTERIOR DESIGNE DRAWINGS WOOD JAMB TRId WALL '-,ECTir]N BATH 1 METAL FLASHING UNDER -Tall: TWO SHAKES TURNS UP WALL AND IS COUNTER FLASHED AGAINST CONTINUOUS CT5 WALL MEMBRANE CEDAR SHAKE ROOF OVER CEDAR ON FACE OF ICF. UNDER ALL BREATHER VENTILATING FABRIC SHAKES ROOFING MEMBRANE ALSO OVER SELF -ADHERING WATERPROOF TURNS UP FACE OF WALL UNDER ROOFING MEMBRANE OVER FLASHING. EXTERIOR GRADE PLYWOOD OVER PREFABRICATED WOOD ROOF TRUSSES SUPPORTED AT LOWER CONTINUOUS ICF WALL REINFORCED TOP PLATE AND LEDGERS AT INSET AS CONCRETE BEAM "SPANNING 4 WALL. WALL OPENING BELOW OPEN CELL POLYURETHANE SPRAY FOAM INSULATION. PVC TRIM 1 CROWN TYPITALLY MAJOR WOOD BEAMS AGAINST WA I L .00 MITERS AND STEPS 5-1/2" WIDE MINOR WOOD BEAMS CUT WITH J'M" DEPTH. SEE GYPSUM BOARD INTERIOR DEBIGN WHITE PAINT 1X6 T&G SOFFIT DRAWINGS FOR WOOD ABOVE CROWN OVER CEILING OVER 2X4 OUTLOOKERS ACTUAL TRIM DETAIL AND DECORATIVE BEAMS. SEE SISTERED TO PREFABRICATED INTERIOR DESIGN DRAWINGS. WOOD TRUSS KITCHEN GYPSUM BOARD % III o 40 4 xQ �o cD kow N F-7 �U U W W �Q Cq 'c> W �� O , -h h /� I'llll _� IFIN 7j" 3'10" 2'-0" PVC TRIM 1 CROWN TYPITALLY MAJOR WOOD BEAMS AGAINST WA I L .00 MITERS AND STEPS 5-1/2" WIDE MINOR WOOD BEAMS CUT WITH J'M" DEPTH. SEE GYPSUM BOARD INTERIOR DEBIGN WHITE PAINT 1X6 T&G SOFFIT DRAWINGS FOR WOOD ABOVE CROWN OVER CEILING OVER 2X4 OUTLOOKERS ACTUAL TRIM DETAIL AND DECORATIVE BEAMS. SEE SISTERED TO PREFABRICATED INTERIOR DESIGN DRAWINGS. WOOD TRUSS KITCHEN GYPSUM BOARD CEDAR SHINGLE WALL CLADDING OVER SLICKER CLASSIC VENTILATING FABRIC OVER HORIZONTAL 1X4 PT IND FURRING AT 5-1/2- CENTERS OVER VERTICAL 1X4 PT WD FURRING AT 24" CENTERS ATTACHED TO VINYL STRIPS EMBEDDED AT ICF WALL THROUGH WATERPROOF MEMBRANE CREATING DRAINAGE PLANE AT ICF WALL. SEE KITCHEN CABINETS MATERIALS NOTE 3, MINIMAL SHINGLE FLARE OVER METAL FLASHING OVER PVC TRIM AT TOP OF THIN CUT BRICK VENEER OVER CMU AND CONCRETE FOUNDATION. WATERPROOF MEMBRANE CONTINUOUS DOWN FACE OF ICF AND CONCRETE TO FOOTING. T. 0. SLAB+ 1 9'-3" % SAWCUT FRANGIBLE '71 CONCRETE SLAB AT WALKWAY, COVERING TO BE SELECTED �x 7, L 11=r I ►_� 11=111 . a.° Ba 111—=11111 I—III—� I I—iii-1 11=i I I—iii—1 I I --I I iI I- 171 -WALLI SECTION --- 2'- 21 2 2'-0" % III o 40 4 xQ �o cD W CEDAR SHINGLE WALL CLADDING OVER SLICKER CLASSIC VENTILATING FABRIC OVER HORIZONTAL 1X4 PT IND FURRING AT 5-1/2- CENTERS OVER VERTICAL 1X4 PT WD FURRING AT 24" CENTERS ATTACHED TO VINYL STRIPS EMBEDDED AT ICF WALL THROUGH WATERPROOF MEMBRANE CREATING DRAINAGE PLANE AT ICF WALL. SEE KITCHEN CABINETS MATERIALS NOTE 3, MINIMAL SHINGLE FLARE OVER METAL FLASHING OVER PVC TRIM AT TOP OF THIN CUT BRICK VENEER OVER CMU AND CONCRETE FOUNDATION. WATERPROOF MEMBRANE CONTINUOUS DOWN FACE OF ICF AND CONCRETE TO FOOTING. T. 0. SLAB+ 1 9'-3" % SAWCUT FRANGIBLE '71 CONCRETE SLAB AT WALKWAY, COVERING TO BE SELECTED �x 7, L 11=r I ►_� 11=111 . a.° Ba 111—=11111 I—III—� I I—iii-1 11=i I I—iii—1 I I --I I iI I- 171 -WALLI SECTION --- 2'- 21 2 2'-0" d-.11,1111fEv - ffid wilm % III o 40 4 xQ �o d-.11,1111fEv - ffid wilm 2'- 1 7-77-7-777 Lnloo SIN 1 1 6 ol PREFORMED CEDAR RIDGE CAP TO ALLOW VENTING OF CEDAR BREATHER FABRIC 1 BENEATH ROOF SHINGLES FIXED SELF FLASHING SKYLIGHT PAINTED WOOD SHAFT AT SKYLIGHT PREFABRICATED WOOD ROOF GYPSUM BOARD OVER TRUSSES WOOD GIRDER TRUSSES m OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER PREFABRICATED WOOD ROOF TRUSSES III o d xQ 2'- 1 7-77-7-777 Lnloo SIN 1 1 6 ol PREFORMED CEDAR RIDGE CAP TO ALLOW VENTING OF CEDAR BREATHER FABRIC 1 BENEATH ROOF SHINGLES FIXED SELF FLASHING SKYLIGHT PAINTED WOOD SHAFT AT SKYLIGHT PREFABRICATED WOOD ROOF GYPSUM BOARD OVER TRUSSES WOOD GIRDER TRUSSES m OPEN CELL POLYURETHANE SPRAY FOAM INSULATION WITH INTEGRAL THERMAL BARRIER PREFABRICATED WOOD ROOF TRUSSES OVER Y4" T&G PLYWOOD OVER WOOD FLOOR TRUSSES. CONSIDER MINERAL WOOL SOUND o d xQ �o W Ww F-7 �U U W W �Q Cq 'c> W �� O Q 7j" 3'10" 2'-0" BATH GALLERY NICHE 6" \CASED OPENING BEYOND TRIM PROFILES PER INTERIOR DESINGER K GYP. OVERBD 2X4 STUD WALL "Y J", FLOORING TO BE SELECTED OVER Y4" T&G PLYWOOD OVER WOOD FLOOR TRUSSES. CONSIDER MINERAL WOOL SOUND M. LOS GYP, BD OVER 2X4 STUD WALL 3 6 12 8 16 32" WALL SECTIONS o d xQ �o W Ww �U U W W �Q Cq W �� O Q M. LOS GYP, BD OVER 2X4 STUD WALL 3 6 12 8 16 32" WALL SECTIONS D11' ING oc 91 8 91" 00, 21 01 FURRING OVER MEMBRANE '7IN 1 Iii` F AND OVER ICF BELOW. TH <7 w F-100 O --100 CENTRAL WINDOW AND X T.O.PLATEA Uw u DECORATIVE .-PVC. -PANEL, w 41 WATERPROOF M1111 M RANE X Q PVC SOFFT W U OVER �" CDX 11 L OOD • u Q TRIM AT TOP OF WALL MASTER W o BATH Q Q STENCIL CUT OUT OF )/2' A\ WOO) TRUSS � � it W PVC SHEET PAINTED WHI o � o O � SET OVER Y2" PVC SHEE O QI 1X4 VERTICAL PT FLRRING PAINTED BLUE OVER PT X FURRING LAID OUT FOR 1X4 HORIZCN1AL PT SHINGLE APPLICATION OV EL RRING LIQUID APPLIED WATERPROOFING OVER Yz FULL SHEET F BLUE CDX PLYWOOD OVER WO 'X PAINTED J" PV SHEET I FRAMING. ARCHITECT TO PROVIDE DWG FILE OF STENCIL CUT SHEET OF WHITE STENCIL PATTERN TO PAINTED J" PV, SHEET II SUPPLIER FOR SHOP CUTTING OF PVC SHEET. ATTI C PVC DECORATIVE PANEL BLUE PAINTED SILL WIT[ IN 2X FRAMED IN 2X PVC ALL PVC PICTUR- -RAME AROUND WITH BLUE ii PAINTED SILL PIECE AT METAL FLASHING OVER FIVE TRIM BOTTOM OF PANEL, SET ONTO CAT 5 MI7M3RANE AND SEALED TO M GAP ABOVE FLASHING WITH Fj E FOR DRAINAGE 47 +41'-3 3/4 8 TkLLER THAN TYPICAL TRIM AT TOP OF WALL MA TER I D11' ING oc 91 8 2 2 of 1 00, 21 01 FURRING OVER MEMBRANE '7IN 1 Iii` F AND OVER ICF BELOW. TH <7 w F-100 O --100 CENTRAL WINDOW AND X T.O.PLATEA Uw u DECORATIVE .-PVC. -PANEL, w D11' ING - +19'-3'-3'; 91 2 oc 91 8 2 2 of 1 00, 21 01 FURRING OVER MEMBRANE '7IN 00 F - +19'-3'-3'; 91 2 oc 91 8 2 2 of 1 00, 21 01 FURRING OVER MEMBRANE '7IN u F AND OVER ICF BELOW. TH <7 w F-100 10 jj—[j oc 91 TYPICAL SHINGLES OVER f mei------------- 00, 21 mmowm-mom I -0 -0100"0 Emm-0 6 011101011 so SIM 11 100=000 Ma"Mm, 0 00 [�JT.O.PLATE MASTER BATH T.O.PLAT E PVC SOFFT DECORATIVE PVC BEAM SHOP CUT TO SHAPE SHOWN, SEE SHEET 6.1 FOR DETAIL Il Ik oc 91 TYPICAL SHINGLES OVER f 00, 21 FURRING OVER MEMBRANE '7IN u 4 AND OVER ICF BELOW. TH <7 w OCCURS EITHER SIDE OF O --100 CENTRAL WINDOW AND X T.O.PLATEA Uw u DECORATIVE .-PVC. -PANEL, w 41 X Q W U TALLER THAN TYPICAL • u Q TRIM AT TOP OF WALL MASTER W o BATH Q Q DETAIL A\ N � � X\ W � o � o O � O O QI X 'X 0 47 8 ZI < of [�JT.O.PLATE MASTER BATH T.O.PLAT E PVC SOFFT DECORATIVE PVC BEAM SHOP CUT TO SHAPE SHOWN, SEE SHEET 6.1 FOR DETAIL Il Ik Ilk 8" ATTIC PVC SOFFT oc 91 TYPICAL SHINGLES OVER f 00, 21 FURRING OVER MEMBRANE '7IN u 4 AND OVER ICF BELOW. TH <7 w OCCURS EITHER SIDE OF O --100 CENTRAL WINDOW AND X T.O.PLATEA Uw u DECORATIVE .-PVC. -PANEL, w 41 N Q W U TALLER THAN TYPICAL • u Q TRIM AT TOP OF WALL MASTER W o BATH Q Q DETAIL W N � � � W � o � o O Ilk 8" ATTIC PVC SOFFT Ln WALL SECTION eiim�ml� oc 91 TYPICAL SHINGLES OVER f 00, 21 FURRING OVER MEMBRANE '7IN u OVER PLYWOOD AT GABLE AND OVER ICF BELOW. TH w OCCURS EITHER SIDE OF O --100 CENTRAL WINDOW AND X T.O.PLATEA Uw u DECORATIVE .-PVC. -PANEL, w Was N Q W U TALLER THAN TYPICAL • u Q TRIM AT TOP OF WALL MASTER W o BATH Q Q DETAIL W N � � � W � Ln WALL SECTION eiim�ml� oc 91 00, 21 '7IN u C) w 'W Ww ¢U O --100 -- rTj Uw u Ln WALL SECTION eiim�ml� 3" 6" 12" IIIIIIIimm= 8" 16" 32" WALL SECTIONS 28 10-10-17 03-16-18 JPk` Y 7 jr oc CA u C) w 'W Ww ¢U O -- rTj Uw u w Was N Q W U • u Q U W o W Q Q Q� W N � � � W � o � o O � O O QI 3" 6" 12" IIIIIIIimm= 8" 16" 32" WALL SECTIONS 28 10-10-17 03-16-18 JPk` Y 7 jr w CA w 'W Ww ¢U O -- Uw w Was N Q W �a O Q 3" 6" 12" IIIIIIIimm= 8" 16" 32" WALL SECTIONS 28 10-10-17 03-16-18 JPk` Y 7 jr oMo a p N W � W O' U " � W V 1 O i L Q W W� H Z N 0 O WALL SECTION O O O O O - O O O O O O O 3" 6" 12" O 4" 8" 16" 32" FA x WALL SECTIONS llx Hl G ° v G El i�-1 I I M I. I I i- "WALL SECTION 4 III w -T ir- 10-10-17 =-= 03-16-18 1=1 11-1 _- WALL SECTION I I I-1 I i=1 II 1 -III -I L=1 I I -I �1ii-1� = -1 �1=1=)IiI=l�=i WALL SCT EI v------------_-- -__-- N F -II�,; III=1!I=- _,�--IIi_iI1=�I� -�I�=1i�=�� — A��r;1� TRGT AR -00'10382 � Q U 00 W w W � � w Z a 2, W V L O - -- - -- - `-% SEE -TTQ -- -- -- -- -- -- -- - -- - -- _- HH WALL SECTI❑N O �f r"r'y � U WALL SECTION JJ WALL SECTI❑N II WALL SECTION � W W w N Z 0 2'-8" 3" 6" 12" - -- -- -- -- -- -- -- -- - -- -- _ 8„ 16„ 32„ WALL SECTIONS KK WALL SECTION 3000 EE WALL SECTI WALL SECTI❑N N F E ---- 10-10-17 03-16-18 WALL SECTI❑N JAME , -1N, JP �cv ^ I '00 01 00M 00 p U N M N "% w p N Q z O N o 8 0 -�t� � -� «�9 « << <<g <<5-�Z « <<�9 << a� C-Z u % ^ (uu r�l � � o c - - ^ ^ r� I, oo a I ^ I III ! II I' N I f � ;I f< L6 za (NwU I—III I III z o Z ZOO�Od a� V) O Ow to O Z W w o 0 4 0 `r l I=III=i Q ma U m O III_III--I S N m¢ OWWN ¢ C. Nz3 Z J z 'Wf 2 W N Q- z o n �� _ >0 �00� r d 4 (n F- m ,6 It °'oaCD w � X00 wZ 4. gUw Zw 1- m O J c n O N W O Z F- d v�¢ww C 7 ¢ co mwwZY U' J> Q �..I Z ¢O O d 0 cog_ x I — O .�Z-� (( \ W W S !n I W��UO�¢NQQL¢i�Li�Od W NZI-- m W 0 (/7U W W Q Q�'x CD JN�(nCJU 2 �O�p N NZK I ;m Z 'J O ¢ ��d J W U' >OH3 �dJJ O �J¢ dQ3 Z�J O�Q I _ _1 III— (` W J~ W �0 JdOZZN c �o U W �` oO g �` ¢ W �m�K �am W r-- a z w_Z� Z w U W N o 2 4 (n �� U m J > w x O Z g w 0 a O d w �'-'� 3 J¢ x U= o cn 3= o o a. o ff /�s/1 `�G ` W Z - �v p WO~FU-��0�=4�(n� N tom. Q O W N g a ¢ �~�cz�OwOO �i N d (/) w¢z_O�m K�� m `�C.Z wN Q O m¢vOi w O O Z F- O Q ¢ o > U ` \ O 4 3. 3 S? Z- �p�OZ o m o``wcdnz�� z W (Fn W~ (~J a. rd 04X ��Q cn00�� J z ¢ CE CD N O Z X x 0 d W N D X m x W Z W g . �! 'J D r-� W ZY-HY000Qa W J Q 3 Z g 2 O S U I¢i W U O= U Q~Q K d Ulei N U Fw- Zf-S �O g O 1- O O N Z (ndd' O J d cl�Q¢ W OK UZ j O Z Z W W U p] d 4 F- Z 1W-- W O ¢~ J U { I I— I I-. O W00C� UO �(n 47 {{..JJd�� W'JZ W �-� Z W ¢SJo 0d w x(n W ��O W F-SOa ¢ r5a2 W �� r4->¢C �' ¢ Iw--l� - W C�w (n O O W W W m 0 a�U W HOcna<nd3�acn ma U Mcn c�cn3aF-d v�033z¢o W cn c/) V) O N 0 ca N o cy- V W w � o -- Ill i w o N x a J w N~ CD m~ _ �,. 'I I W • ., .. j Q U� c.9 � w 3 p N U �JN cao �cn II ,, I I i I i I W a wJ�00N>� o�z � W - d O J O O e I d,I'LLI c I _ i I I I W o � > > r- O W O co J o > W I ...I �I a a • o= J Z W d = - III s ISI I., �I' f N - I f• Vim/ J W 0 a.0 -Z: OOZd- - HE cnas3d%ncn -- „K ti O N I 11—_ I�l_ o�I „Ja ,[ —, „8-,8 Q o �� U III I I -III�:III- w � 2 � 3 Z W 4 � • d OI, I � • I I II I�-I Q - I II I 71 I • —III � III—III—I r e c l < < I. I I -11 I I I << 3' 6' 12" C.�Zd Um �ODQ III=111=1 8 16 32 _ Zw¢>� ¢�zd x w W Ow< �mm •==111-111= wm4�� c4ax I 1II III-i aowo¢ m W D = � ~ O~ C) U I ►=1 11 m } W H > o I III— —I ^ ^ ^ U �Z�d oma v = 0 I I • � I__i l lel l l_ I n - 0- acn V)wu)CDU� d� 3cn � U i 0 > o O ¢ O J U U( _ w(ngOw d O J `,a. I! II ��iii-I-i WALL O U O = Z'� ��JJ Z ¢ Y 3 1-x 0 F- 4- O = J O W OO X I J x W N m ¢ m U' Z H U Z 1- N w z 00 UN O 3 0 a X w d o~ C.'J Z O ¢ mO� N ~ W � W W O ¢ mO N ~ Z W __ .._i ( I-'I I- U/1,,, l/7'� O K d= F- N �� O~WON Ow d > F- J O O O N N L.� ¢ U ZO ¢O o� J � ck,d �� .. r= O w (n C.7 d Z_ Z¢ z WOO Yc`- O O ¢mOZ� � Z C7 - O 1- F- N W 2 W Z d J d V% W Y U ¢ .C-impOwW QJ Y Uwe Z J (n Y � W Z� m H U W OIC W¢w - I c� . W - W Z W J N Y W �'' �m~'OIy W Ow 4 � I'7 a • _ —I I �_ I. SECTIONS Q W wO2Z S W 1- cn (/� H�4.N� J =0p¢U' �F--- W �.O m Q d O 1- J HU W W �' wO� W O S QU w mO W dOUm X O QQ Zr-Z J I, Q� 1- O O w OpUm _= ,. CD W' JC7~ W n w w z- d d ¢ x O J¢ 0 W w (n J z w w W W O Z NO� ��m�¢ad cn O N w w c n J Z ¢ZOO » Kw¢_¢3 O d m ¢ W W I p~ (. O d m Z Q W�. I I I. rQ �w(=pt4i O� 2 O O U Omwm2 Z F_ Q H ! O� Jz¢ �xZ"-a-'mO� 0 N w 0 0 z c Q �_ m O O m 4 H Qd r30a _� Z 0 1- N Z U O zn Z z Z¢No��3d r- w O ¢ O H zc�� ¢ Z W W�NOz�3w X W O ¢ _ U ¢ w O N O 4 J� w 3 J 0 Z4I-�0 J r= c� z p0 ¢ I 3 a a 0 O o j 4 O O Q w p m 0 w U w�_mUI- Z � r-- Y Y 3 z Q O O 41- U¢ w- N U w O O U w pQ ONN(n W J U ;� n cn - I w U J d N¢ r- m �i V] I I O x o U- W Z3.Z = w w O J vi ¢ W J U r- -I-I _ OmJZfx-- F-U w 0 v�- J 00 w3 U dU3 JZ m NN Z x w 0 0 M W p o w wo s Jd > .ria WJ N4 W (n��2 W N Z w m C.� m d¢- O W X J¢~z a_57< JO m J x ¢ JOHC-O¢Oz Ii N O m $ (n (iL y e ZNp JwW=3 z a� d��~ Z� W= a O (/ N� , Y V J 3 m H 0 0 4 0 • � 4 O Z 3 U J O H dy N� w Z Z O Y t_ CD O- it 1 -,6 m� a z¢ o�� w� cn 1--- °' — cn � 'S O Z + U 0 W II d Q 0 S K N 0 x~ J S W 9 � D I.._ ~ N d J~ 0 4 0 U ¢- U w¢ O m ri 0 0 HN Z O w 0 2 �If -6 cn OxZ Q Q III—i }� �01_ 9 �ozu-i� W �U li _� U N r-w�oxx N w N O 30� O cpm 2 =4 ZW Z J24 O 3 N X 3 W U Z J 3 J zOwNf-z2mw>-�m04�0 w O J or wgN to wW�00WdV%N WZL.J J Z Z Z Q Z g J¢ wWcnoz zw Z4'oc4Si z o3N_ Www om�C �ZJ Z UK or 3�Op .i� Iii i• III m ¢- 3Uw W UOZH �d dU ��Or�3 Jo0 (n i-I O II--111_1 I _ I- -� L I I 9 t << 6 NOKUO Z U U rL < ~ Q OO 'S W I!Q~ J XZOZOO 0 i n Z OU dZwO z�¢�OU�wcn �+wizj� O> Q> d d O C 0 W> n 4 X Q O w�4 ¢JKJZ� �Ux vi J Fn - J m N d w m W U OW r- w Oma Jc�02 W ¢(~n d m W W Z N ¢ S00<nacn OZ l t p 3 WUw w pm�JU Rw4(n d[ p n 4 Z N Z ¢= N- OO _ -I i e I I 3001 >J Wz_zo N 0 x j a Od. UtnOSUd U30m O4 Uw3 OQ�,�. �.�. ¢0¢ 3~w3JJ www O m N (%1 m � 0 4 � (n N � x O V1 U > U ¢ (n � Q O3r0- O K O X OQ - Q cl1 U) N N Q VJ 4 �. � - � `- I I—I I I-i -- � ;r a (AWdW V> U "� —I. Q i,� I' �. Z, l - 8 w- / l W J z 4 O U IIT 10-10-17 r - ,., ,,,LLJ �iI-- -- �� ' - W U J O I I U N ars.. t.-.,Z ;�;rr,^;^:� ,.Y m • • �. —"I IiI a> 4.,. ° —I 03-16-18 ;� ^ 1-Ia0_ ^ ,,. 4 w,, - z d Q • -- 3 � I� iJi Q I I Z d 0 U.) O N O Z W `< W —MW= EA �� .�`�/-, 8 . `• ,•4 _ .;. I ,_ �- .. - ,. ,- - •_ v,- w - c) a�¢�1>zoWz>� Z i Iw 3 II.0 Z -� d' O W U' N - -, 0 3 ¢ O O N - 4 z � U w w g¢¢2, --W U o¢ Jxzw J OVw1 U ,z, J w x O 0 O r r�o 03 a Y 8 Q ( Qr-¢mor-r- w Q 3 (nW>QQ a�� Q O J Z J �Qv� I- 00::W N J Z o��o L o OU V a' ZZ ,. ng - Z IiI I I ~ Q .i�d=H SOW- �¢ d w w o it o� `� wzo��" _= III=1' JA M S 'DuEEE I!I o- z � z U � z =III_ � U fi (.n m 4 z � > i¢a� ISI=I� 1ECT w o g ooZZWo I�- E� ARROI�J38 _ 3 ocn� I—III-III � III 3��C�K us I � I —III--IIII 'I DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 GENERAL NOTES: C-) E,N,�-C�cv W CIA 00 o SECOND FLOOR FIRST FIRST FLOOR DOOR SCHEDULE SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT RISE STYLE HEAD HT MARK WIDTH HEIGHT COLOR STYLE HT MATERIAL EXTERIOR COLOR INTERIOR FINISH HARDWARE REMARKS GLAZING 5'-4" 1'-8" NA WINDOW TRANSOM HARDWARE 8'-4" OIL SWING REMARKS 01 PR 2'-8" 8'-0" HINGED - DOUBLE -2 GLASS PANEL SOLID CORE WOOD/GLASS BOOTHBAY GRAY BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE 02 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY WHITE -- TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT OIL RUBBED BRONZE FINISH 6'-4" RIGHT NA -- 03 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY CORE WOOD -- 5 5'-0" 1'-8" NA DOOR TRANSOM OIL RUBBED BRONZE FINISH FIBERGLASS CLAD WOOD/GLASS RIGHT WHITE -- 04 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY 8'-0" -- 8'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE OIL RUBBED BRONZE FINISH IMPACT LEFT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH -- 05 PR 3'-0" 8'-0" POCKET - DOUBLE SOLID CORE WOOD - BOOTHBAY GRAY WHITE -- GLASS," LOW -E, INSULATED, IMPACT RUBBED OIL RUBBED BRONZE FINISH 5'-6" NA DOUBLE HUNG -- 06 PR 2'-6" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE 07 PR 2'-6" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE 08 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE 09 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, NA INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE 10 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, WHITE INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE 11 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, -- INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA RIGHT PANEL ACTIVE 12 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, 8'-4" INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA LEFT PANEL ACTIVE 13 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY WHITE -- GLASS," LOW -E, INSULATED, IMPACT -- OIL RUBBED BRONZE FINISH 1'-8" RIGHT WINDOW TRANSOM -- 14 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY -- -- 3'-0" 4'-8" NA CASEMENT 8'-0" OIL RUBBED BRONZE FINISH WHITE LEFT TINTED "TURTLE -- 15 3'-0" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY 10'-0" -- HINGED - SINGLE -2 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE OIL RUBBED BRONZE FINISH IMPACT LEFT -- -- 16 4 ® 2'-0" 8'-0" BIFOLD-POCKET - DOUBLE- 2 PANEL 1-3/32" SOLID CORE WOOD - BOOTHBAY GRAY TINTED "TURTLE -- LOW -E, INSULATED, IMPACT RUBBED COASTAL PACKAGE -OIL RUBBED BRONZE FINISH OIL RUBBED BRONZE FINISH NA NA HAFELE-HAWA-FOLDING CONCEPTA-25- HARDWARE 17 PR 1'-3" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY -- -- 5'-0" 1'-8" NA WINDOW TRANSOM 10'-0" OIL RUBBED BRONZE FINISH WHITE NA TINTED "TURTLE -- 18 2'-8" 8'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE BOOTHBAY GRAY TEMPERED,TINTED "TURTLE GLASS," LOW -E, WHITE INSULATED, IMPACT COASTAL PACKAGE -OIL RUBBED BRONZE FINISH LEFT 26 -- 19 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD - BOOTHBAY GRAY LOW -E, -- IMPACT RIGHT -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 27 2'-8" OIL RUBBED BRONZE FINISH 10'-0" RIGHT COASTAL -- 20 2'-8" 6'-0" HINGED - SINGLE - FENCE GATE SAPELE MAHOGANY BOOTHBAY GRAY -- 28 2'-8" -- NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" COASTAL PACKAGE -OIL RUBBED BRONZE FINISH RIGHT -- -- 21 4'-4" 8'-8" CASED OPENING 3'-0" -- -- -- 10'-0" 8'-4" -- PAINTED WOOD WHITE WHITE 8'-0" HINGED - DOUBLE - FULL LITE -- -- WHITE WHITE NA 30 -- DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 GENERAL NOTES: C-) E,N,�-C�cv W CIA 00 o SECOND FLOOR FIRST FLOOR WINDOW SCHEDULE SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT RISE STYLE HEAD HT SILL HT MATERIAL EXT COLOR INT FINISH HT GLAZING 30 2'-8" 8'-0" HARDWARE REMARKS 1 5'-4" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" OIL FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT CASED OPENING -- 2 3'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" STEEL FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT PANEL COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 3 3'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" BRONZE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT SOLID COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 4 6'-4" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" FINISH FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT CORE WOOD -- 5 5'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" SUGGESTED INSTALLATION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT -- -- 6 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" 8'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT OIL COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 7 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" HINGED - SINGLE -2 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT RUBBED -- 8 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" PANEL FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT BRONZE COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 9 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" SOLID FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT FINISH -- 10 4'-0" 5'-6" NA DOUBLE HUNG 8'-0" 2'-6" CORE WOOD FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 11 4'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT NA -- 12 5'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT 43 -- 13 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" GRAY -- FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT PR 2'-4" -- 14 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" WHITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT 8'-0" -- 15 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" OIL FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT HINGED - SINGLE -2 -- 16 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" RUBBED FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IM ACT -- 17 6'-0" 1'-8" NA DOOR TRANSOM 10'-0" 8'-4" BRONZE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT SOLID -- 18 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" FINISH FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 19 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" 2'-8" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT -- 20 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" 8'-0" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT OIL COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 21 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" HINGED - SINGLE -2 FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT RUBBED -- 22 3'-0" 4'-8" NA CASEMENT 8'-0" 3'-4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT RUBBED COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 23 3'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" TINTED "TURTLE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT - -- 24 5'-0" 1'-8" NA WINDOW TRANSOM 10'-0" 8'-4" SOLID FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT FINISH -- 25 3'-0" 5'-0" NA CASEMENT 10'-0" 5'-0" CORE WOOD FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT TINTED "TURTLE COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 26 3'-6" 5'-6" NA DOUBLE HUNG 12'-6 3/4" 7'-0 3/4" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT RIGHT -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH 27 2'-8" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" COASTAL PAINTED WOOD WHITE WHITE FINISH LEFT -- -- 2'-6" 8'-0" SHOWER SINGLE -- SOLID WOOD PANEL INSTEAD OF GLASS 28 2'-8" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" FINISH PAINTED WOOD WHITE WHITE 2'-8" 8'-0" -- PANEL SOLID CORE WOOD -- SOLID WOOD PANEL INSTEAD OF GLASS 29 3'-0" 1'-8" NA INTERIOR SOLID TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE 8'-0" HINGED - DOUBLE - FULL LITE -- CLAD WOOD/GLASS WHITE WHITE -- SOLID WOOD PANEL INSTEAD OF GLASS 30 4'-6" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE FIBERGLASS CLAD WOOD/GLASS CLEAR WHITE -- COASTAL -- 31 6'-0" 1'-8" NA IINTERIOR WINDOW TRANSOM 10'-0" 8'-4" HINGED - DOUBLE - FULL LITE PAINTED WOOD WHITE WHITE WHITE -- CLEAR PACKAGE -OIL RUBBED BRONZE -- 32 4'-6" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE COASTAL PACKAGE -OIL CLEAR BRONZE FINISH NA -- -- 33 3'-2" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" PAINTED WOOD WHITE WHITE CLEAR NA -- -- 34 2'-8" 1'-8" NA INTERIOR WINDOW TRANSOM 10'-0" 8'-4" -- PAINTED WOOD WHITE WHITE - CLEAR NA 68 -- DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 GENERAL NOTES: C-) E,N,�-C�cv W CIA 00 o SECOND FLOOR DOOR SCHEDULE SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT STYLE MATERIAL EXTERIOR COLOR INTERIOR FINISH GLAZING 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL WALL OPENINGS SHALL BE HARDWARE SILL HT WING REMARKS 30 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH LEFT -- 31 2'-6" 8'-0" CASED OPENING WHITE WHITE -- -- -- -- CODE. ALL EXTERIOR DOOR AND WINDOW GLAZING SHALL BE TINTED "TURTLE GLASS" AS PART STAINLESS STEEL - 41 3'-0" NA 32 2'-6" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH IMPACT LEFT -- 33 PR 1'-6" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 2'-6" OIL RUBBED BRONZE FINISH WHITE NA -- 34 2'-6" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH SUGGESTED INSTALLATION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO RIGHT -- 35 2'-4" 8'-0" SHOWER SINGLE TINTED "TURTLE FRAMELESS PIVOTING GLASS -- -- -- STAINLESS MATCH SHOWER VALVE FINISH 44 RIGHT -- 36 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH INSULATED, LEFT -- 37 3'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 2'-6" OIL RUBBED BRONZE FINISH DOOR AND WINDOW MANUFACTURERS ARE TO PROVIDE ARCHITECT WITH SHOP DRAWINGS OF RIGHT -- 38 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH LEFT -- 39 PR 2'-0" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- IMPACT OIL RUBBED BRONZE FINISH O NA -- 40 PR 2'-0" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- TINTED "TURTLE OIL RUBBED BRONZE FINISH STAINLESS NA -- 41 3'-0" 8'-0" CASED OPENING 5'-6" DOUBLE -- -- -- 2'-6" FIBERGLASS CLAD - WHITE WHITE NA 42 3'-0" 8'-0" CASED OPENING STAINLESS STEEL -- -- -- -- 5'-6" DOUBLE HUNG - 2'-6" NA 43 PR 2'-6" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- STAINLESS OIL RUBBED BRONZE FINISH NA -- 44 PR 2'-4" 8'-0" HINGED - DOUBLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH IMPACT NA -- 45 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 2'-6" OIL RUBBED BRONZE FINISH WHITE LEFT -- 46 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- 5'-6" OIL RUBBED BRONZE FINISH 2'-6" LEFT -- 47 2'-0" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- STAINLESS OIL RUBBED BRONZE FINISH RIGHT -- 48 2'-6" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- WHITE OIL RUBBED BRONZE FINISH IMPACT LEFT -- 49 2'-6" 8'-0" SHOWER SINGLE FRAMELESS PIVOTING GLASS -- -- -- MATCH SHOWER VALVE FINISH FIBERGLASS LEFT -- 50 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- OIL RUBBED BRONZE FINISH DOUBLE LEFT -- 51 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- GLASS," OIL RUBBED BRONZE FINISH STEEL RIGHT -- 52 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- FIBERGLASS OIL RUBBED BRONZE FINISH TINTED "TURTLE LEFT -- 53 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- DOUBLE OIL RUBBED BRONZE FINISH RIGHT -- 54 2'-8" 8'-0" CASED OPENING TINTED "TURTLE GLASS," -- -- -- -- STEEL 58 - 5-6" NA 55 2'-8" 8'-0" POCKET - SINGLE- 2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- TINTED "TURTLE OIL RUBBED BRONZE FINISH STAINLESS RIGHT -- 56 2'-4" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- FIBERGLASS OIL RUBBED BRONZE FINISH TINTED "TURTLE LEFT -- 57 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- DOUBLE OIL RUBBED BRONZE FINISH RIGHT -- 58 2'-6" 8'-0" HINGED - SINGLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE PAINTED WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH LEFT -- 59 2'-6" 8'-0" SHOWER SINGLE 8'-0" FRAMELESS PIVOTING GLASS -- -- -- WOOD/GLASS MATCH SHOWER VALVE FINISH TINTED "TURTLE RIGHT -- 60 2'-8" 8'-0" HINGED - SINGLE -2 PANEL SOLID CORE WOOD -- BOOTHBAY GRAY -- DOUBLE HUNG INTERIOR OIL RUBBED BRONZE FINISH LEFT -- 61 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 62 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 63 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 64 PR 3'-0" 8'-0" HINGED - DOUBLE - FULL LITE FIBERGLASS CLAD WOOD/GLASS WHITE WHITE -- COASTAL PACKAGE -OIL RUBBED BRONZE FINISH NA -- 65 3'-6" 8'-0" CASED OPENING REBATE FIXED -- -- -- -- -- NA -- 67 3'-0" 9'-4" CASED OPENING -- -- -- - - NA 68 4'-4" 8'-8" CASED OPENING -- -- -- -- - NA DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 GENERAL NOTES: C-) E,N,�-C�cv W CIA 00 o 1. ALL EXTERIOR DOOR AND WINDOW UNITS SHALL BE "FLORIDA CERTIFIED" AND MEET THE SECOND FLOOR WINDOW SCHEDULE DESIGN PRESSURES NOTED IN THE STRUCTURAL ENGINEERING DOCUMENTS ATTACHED. MARK WIDTH 2. ALL DOOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. ALL WALL OPENINGS SHALL BE HEAD HT SILL HT MATERIAL EXTERIOR COLOR INTERIOR FINISH SIZED TO ACCOMMODATE THE ACTUAL SIZE OF SELECTED DOOR AND WINDOW UNITS TO BE HARDWARE REMARKS 40 3'-6" INSTALLED PER MANUFACTURER RECOMMENDATIONS. DOUBLE HUNG 8'-0" 2'-6" 3. ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RATED PER THE FLORIDA BUILDING WOOD/GLASS WHITE WHITE TINTED "TURTLE Q LOW -E, INSULATED, CODE. ALL EXTERIOR DOOR AND WINDOW GLAZING SHALL BE TINTED "TURTLE GLASS" AS PART STAINLESS STEEL 41 3'-0" 5'-6" OF AN INSULATED UNIT WITH LOW -E PROPERTIES. THE GLAZING SHALL PROHIBIT ANY HUNG 8'-0" 2'-6" W 04 CLAD WOOD/GLASS INTERIOR -TO-EXTERIOR VISIBLE LIGHT TRANSMITTANCE IN EXCESS OF 45% OF THE INTERIOR WHITE TINTED "TURTLE GLASS," LOW -E, O IMPACT STAINLESS LIGHT. 42 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE ALL EXTERIOR DOORS AND WINDOWS ARE TO BE INSTALLED IN A MANNER THAT WILL MAINTAIN TINTED "TURTLE W4. LOW -E, INSULATED, IMPACT STAINLESS STEEL THE INTEGRITY OF THE BUILDING'S WATERPROOF ENVELOPE. SEE WALL SECTIONS FOR 43 3'-0" 5'-6" DOUBLE HUNG 8'-0" SUGGESTED INSTALLATION METHOD. DOORS ARE TO BE INSTALLED LIKE WINDOWS BUT ALSO FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," SET INTO PLASTIC OR COPPER SILL PANS WITH CLOSED END AND BACK DAMS SET INTO A INSULATED, IMPACT STAINLESS STEEL 44 3'-0" SEALANT BED AT THE RECESSED CONCRETE OR PLYWOOD FLOOR. IF INSTALLER PREFERS A 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS DIFFERENT METHOD OF INSTALLATION, CONSULT WITH ARCHITECT FOR APPROVAL PRIOR TO WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, INSTALLATION. STAINLESS STEEL 45 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD 5. DOOR AND WINDOW MANUFACTURERS ARE TO PROVIDE ARCHITECT WITH SHOP DRAWINGS OF WHITE TINTED "TURTLE GLASS," N Q IMPACT STAINLESS PROPOSED UNITS PRIOR TO ORDER. NOTE THAT SOME SCHEDULED UNIT SIZES MAY NEED TO 46 3'-0" 5'-6" DOUBLE HUNG CHANGE TO ACCOMMODATE STRUCTURAL REQUIREMENTS OR FIELD CONDITIONS. 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL EMERGENCY ESCAPE 47 O 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 SECOND FLOOR WINDOW SCHEDULE MARK WIDTH HEIGHT STYLE HEAD HT SILL HT MATERIAL EXTERIOR COLOR INTERIOR FINISH GLAZING HARDWARE REMARKS 40 3'-6" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 41 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 42 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 43 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 44 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 45 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 46 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL EMERGENCY ESCAPE 47 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 48 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 49 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 50 4'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 51 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 52 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 53 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 54 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 55 3'-0" 5'-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 56 3'-0" 4'-6" DOUBLE HUNG 8'-0" 3'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 57 3'-0" 4'-6" DOUBLE HUNG 8'-0" 3'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 58 3'-0" 5-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 59 3'-0" 5-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 60 3'-0" 5-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 61 3'-0" 5-6" DOUBLE HUNG 8'-0" 2'-6" FIBERGLASS CLAD WOOD/GLASS WHITE WHITE TINTED "TURTLE GLASS," LOW -E, INSULATED, IMPACT STAINLESS STEEL 62 3'-0" 5'-0" DOUBLE HUNG INTERIOR 8'-0" 3'-0" WOOD WHITE WHITE CLEAR TEMPERED -- 63 3'-10" 1'-10" SKYLIGHT 1 1/2" 15'-_4 ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 64 3'-10" 1'-10" SKYLIGHT 17'-2 1 -4 1/2" ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 65 3'-10" 1'-10" SKYLIGHT I jl l/2" 15'- ALUMINUM/GLASS GRAY WHITE CLEAR, IMPACT, SOLAR POWERED BLINDS VIA REBATE FIXED VELUX FCM 2246 2 0 06 DOOR AND WINDOW SCHEDULES 31 02-25-18 03-16-18 •2d, ids, JAMES W-DOPREE III ARCHITECT AR -0010382 Iowa VIEW FROM STREET DOWN DRIVEWAY VIEW FROM GARDEN TO MAIN HOUSE ENTRY VIEW FROM DRIVEWAY TO MAIN HOUSE VIEW FROM DRIVEWAY TO GARDEN r - w a ✓y..:,i. 4 N. 3 OWN - NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. VIEW FROM EAST VIEW FROM SOUTH lim VIEW FROM NORTHEAST 1 w o � O F--� N ►�"� Q N w W �H Q W W U • � � U � w O W N w o Q w �o Ww QU Uw w w� �H N O EXTERIOR PERSPECTIVE VIEWS 32 10-13-17 03-16-18 #JAMES�� •L E'E4 ARCHITECT AR -0010382 a VIEW FROM GARDEN TO GUEST HOUSE } AERIAL VIEW FROM NORTHWEST NOTE: ALL PERSPECTIVE DEPICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. SOUTHEAST PORCH DETAIL VIEW FROM EAST PORCH TO GRILL AND POOL VIEW FROM GARDEN TO DRIVEWAY AERIAL VIEW FROM SOUTHEAST AERIAL VIEW FROM SOUTHWEST hal Q w �O Ww 11.0 QU �w w W� w N¢ �a h FTI r4 -,!�OZ w hal Q w �O Ww QU �w w W� w N¢ �a h EXTERIOR PERSPECTIVE VIEWS 33 10-13-17 03-16-18 5 W UPREE III ARCHITECT 3AR `$382nd/ VIEW FROM FOYER TO SOUTHWEST VIEW FROM KITCHEN TO NORTHEAST VIEW FROM KITCHEN TO SOUTHEAST NOTE: ALL PERSPECTIVE DE FICTIONS HEREIN ARE CONCEPTUAL IN NATURE AND NOT INTENDED TO REPRESENT EXACT APPEARANCE. 10, VIEW FROM FOYER TO EAST I VIEW FROM LIVING TO NORTHWEST VIEW FROM DINING TO KITCHEN VIEW IN DINING TOWARDS KITCHEN INC o �Q Q w S. Qx UW U W W� Z �H NQ O Q U W rW\ rCIA CA F+-1 I VIEW FROM LIVING TO NORTHWEST VIEW FROM DINING TO KITCHEN VIEW IN DINING TOWARDS KITCHEN w INC o �Q Q w �o Ww Qx UW U W W� Z �H NQ O Q U W rW\ rCIA CA F+-1 w o �Q Q w �o Ww Qx UW U W W� Z �H NQ O INTERIOR PERSPECTIVE VIEWS 34 10-13-17 03-16-18 J I ES W DUPREE ill AR--OOi0382 I I EXISTING (GUEST HOUSE ;UNCHANGED I I L-014-S SW -A -NFL 5Watt Al r 25°narrow flood O41fE LICK' - MicroAntiLeall wire entry a13 y Wildlife Lighting Mounting - SQ1 Certification Number quare brass canopy. Mounts Accessory - 2017-011 over 3" ocU gonal / round junction box only. The L -014-S is a wall -mounted, wnli ht. a , b ra s do s 9 - BGS Brass glare Construction All brass components, 0.140" [3.6mm] thick brass housings. Accessories _ BGSF Lenses Tempered soda lime glass. shield, full cutoff with weep hole r - Mounting Round Canopy (standard): Brass canopy mounts Frosted len L -011 -CM with 8.1'[75.5cmj onto brass crossbar (included). Crossbar fits over 3.0" .- HL1 Honeycomt and 4.0" octagonal / round and single gang rectangular / HL2 recessed boxes. louver, 1/4" [6mm] thick BGSF accessory THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE Square Canopy (optional substitution): Two-part canopy Prismatic s read lens TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE _ RT Rectilinear mounts over 3.0" octagonal / round box only. SATISFIED. SL Solite lens MODIFIED Y MECHANICAL SUBCONTRACTOR UNDERWATER POOL LIGHT NOTE 8: WITCHES AT OUTLETS CONTROL TOP SOCKET ONLY BELOW WATER SURFACE ® FIXTURE BY LUMASCAPE 5 ❑F MAIN POOL Voltage I Lamp Options LIGHTING, STOCK NUMBER( LS333ANS-2LED-3R04-WD-13 12V Remote transformer required. ® UNDERWATER PO❑L LIGHT FIXTURE BY LUMASCAPE 3 3W LED RED ❑RANGE RECESSED BOTTOM OF LOWER POOL MR16 LED, GU5.3 LIGHTING, STOCK NUMBER( 5.9" 6.9" Gree chipset -5W-A-NFL 5Watt Amber 25°narrowflood . [14.9cm] Q [17.50m] Amber (1500K) GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD SURFACE MOUNTED AT 11'6' AFF CEILING LIGHTING, STOCK NO, 120V / 230V L-011-CM-12OV-5W-A-NFL-FR WALL MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE MR16 LED, GU10 GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD WALL MOUNTED 9'-6' AFF Cree chipset _ 5W -A -NFL 5 Watt Amber 25' narrow flood 64" 0 2.cm O [ ] ABOVE DOOR Amber(1500K) LIGHTING, STOCK NO, Mounting -SO 3.5" (9cm) Square canopy substitution for Accessory standard round canopy L -014-S L -014-S with (standard) SQ canopy and Optical FR Frosted lens KP accessory Accessories _ HL1 Honeycomb louver, 1/8" [3mm] thick HL2 Honeycomb louver, 1/4" [6mm] thick _ KP Extended 1" snoot _ -PR Prismatic spread lens I- 3.7" [9.3cm] --{ -- 3.6" [9.2cm] --{ -RT Rectilinear spread lens SL Solite lens Finish: Unfinished is standard; no specification required. The fixture will weather to a natural patina. The patina process is natural with brass and copper. 0 5.0" 3.5" Rate of patina and eventual color is dependent upon climate and proximity to [12.7cm] [8.9cm] the ocean. Thus, Beachside does not guarantee any specific appearance. IP66 I CSA Listed, file #190030 10 year fixture warranty 3 year warranty on MR16 LED lamps MADE IN USA Project By Date For ordering purposes, please specify (example: L-014•S-12OV-5W-A-NFL-SG-FR) L -014-S - 120 - 5W -A -NFL- - FR Fixture Voltage Lamp Accessory(ies) BEACHSIDE LIGHTING •800-405.6732 -----s-4- F- L-012 0 1fE 1/oHT Wildlife Lighting Certification Number #2017-011 The L-012 is a solid brass . ste li ht with a recessed housing. 9 Construction: Cast brass faceplate. 1/8" [3mm] thick brass recessed housing. Lens: Tempered soda lime glass. Lens Choices: -FR Frosted glass - RT Rectilinear spread lens Voltage: 12 Volts AC. Remote transformer required. Mounting: Suitable for outside recessed wall mounting only, in both combustible and non-combustible applications. A 3" di- c ameter x 4.5" deep [7.6cm x 11.4cm] hole is required. A 4 e spacer is included for this purpose. Lamps: d MR16 LED G Can chipset, GU5.3 - 5W -A -NFL 5 Watt Amber 25" narrow flood Amber (1500K) Wavelength: 585 - 595 nanometers 44 Finish: Unfinished is standard; no specification required. The fixture will v C weather to a natural patina. The patina process is natural with brass and copper. v Rate of patina and eventual color is dependent upon climate and proximity to the ocean. Thus, Beachside does not guarantee any specific appearance. 03" x 4.5" COPPER TUBING (2) HOLES EACH IN BACK AND - SIDE FOR 1/2" CONDUIT GROOVEDFOR HEAT DISSIPATION / ® 2.1" [5.2cm] [- I \_ WALL -MOUNT BRACKET PVC TRIM IF AT SHINGLE COVERED WALL 412.5" [6.3cm] PROPOSED NEW MAIN HOUSE . N=0 rN _ � � '�.- �� ra�rt_a i' � .�._,�..>.. _..�-._ .w...-�- ' NRIYa4:�� - rl Yt:•. �N.1. 19Y{:. �I■N t eZ hill I - �- PANTRYIl timelier WEW N �;=.1 I,i. �► r�' v ""F� ��- I� �,II �� IIIA �I��I� ��,� it - +,1 � ►. III t�� -. r-_• t ■ Y `:i .SII , �� i-�� I •i - . , . , �t 1•�i �� _ •... �-- 111 �II��.��III �1► , _ � �,� ,�.w�► -�- �� "IIIA .rte�- -.-,I •� ��_ �1i` '' �� IAV '�,� �„/ 4- ORNimll Ioil,r.\IIrrile ■ �•.. c II■� I/Ioil IF L-011- M Q�ifE LrChr 3 oWildlife Lighting Certification Number: 201 -011 The L -011 -CM is a fixed coiling -mounted downi 9ht. Construction All brass components. 0. 14 X [3.6mm] thick brass housing. Lens Tempered soda lime glass. Mounting Round Canopy (standa d): Brass canopy mounts onto brass crossbar (included). Crossbar fits over 3.0" and 4.0" octagonal l round and single gang rectangular I---05.0"[12.7an]---{ recessed boxes. - 0.5^ (1.4cm1 Square Canopy (optional ubstitution): Two-part canopy T mounts over 3.0" octagonal I round box only. L -011 -CM 12 Volts, Remote transforn er required MR16 LEO. GU5.3L-011-CM 4.4" (11.3-1 Amber(1500K) -SW-A-NFL SWatt Arri 25' narrow flood - L -011 -CM -120V 120 Volts 1 L -011 -CM -230V 230 Volts 0 2.4" [6.ocm] eLED GUIO SW -A -NFL 5Watt Al r 25°narrow flood Amb Amber (1500K - MicroAntiLeall wire entry LS33MNS-21LED Swimming Pool Luminaire Mounting - SQ1 3.5" (9cm) quare brass canopy. Mounts Accessory The LS333ANS-2LED is a swimming pool -rated lurnimaire, and one of Lumasca e's most over 3" ocU gonal / round junction box only. Optical - BGS Brass glare shield, 45" cutoff Accessories _ BGSF Brass glare shield, full cutoff with weep hole FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT _ FR Frosted len L -011 -CM with 8.1'[75.5cmj FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED .- HL1 Honeycomt louver, 118" [3mm] thick / HL2 Honeycomt louver, 1/4" [6mm] thick BGSF accessory THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE -PR Prismatic s read lens TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE _ RT Rectilinear ,read lens SATISFIED. SL Solite lens Finish: Unfinished is standard; no specificsttryII�Ion required. The fixture will weather to a natural patina. The patina process i�ry�$j natural with brass and copper. Rate of patina and eventual color is dependerdlupon climate and proximity to the ocean. Thus, Beachside does not guars tee any specific appearance. L-011 •CM with field -rotatable s.s [17.scm1 BGS accessory 1_;3N ra� Wt IP -1L 0 //C LU/ U. U De LU LU' � I - ; / �/ /��/r��,r��r/�,/rte, %, , D, . L I // / , /, �r/r,,/i,,r//,/r,,�i,, . r� J . U z / L I iii // // / /C 0 ar z / I // / /////////'///'//''//''/' AST . ;/ ;,;,,/,/,/,,// /,;/ w III f r , , ,/,,///,//,,//,,//,,//✓, / ,/ j/,,r 1300 Industrial Bead, Unit #99 ., San Carlos, CA 54070 L U M A S C A P E FREE CALL. 1-668-695 5862 US 8 Canada Teflon coated cover screws wfo¢9Ilumascapa rr, MicroAntiLeall wire entry LS33MNS-21LED Swimming Pool Luminaire Turtle Friendly v ml<roaaurulpxai¢Pu" IP68 �� '-+ O Intenak The LS333ANS-2LED is a swimming pool -rated lurnimaire, and one of Lumasca e's most Refer to Technical Data section popular luminares. It is constructed entirely of 316 marine grade sta n ass steel, and has for application specific options a special alignment feature to ensure the beam of light is perpendicular to the installation -40 `F to 122 "F (-40'C to +50 °C) surface, even if the wet niche is not. The use of LED allows for the creative introduction of EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA color and improved energy efficiency. / \ Specifications FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT Lamp Source 3 W LED THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. a fled orange 1620 nm) FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED Approved Use Swimming pools and fountains - wet niche W Not approved for use in Canada / Control Options On-site or factory -programmable brightness ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. IP Rating IP68 to 6'(2 m) THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE Construction 316 marine grade stainless steel LS333ANS-2LED Swimming Pool Impact Rating RIG with OptiClear'" lens Standard Inclusions Teflon coated cover screws LAMP TYPE MicroAntiLeall wire entry Wildfire Lighting Certification Nunlher: 2012-001 Thermal cutout O 16.4'(5 m) underwater cord '-+ O For extra lengm c hft factory Remote Transformers Refer to Technical Data section Oder separately for application specific options Ambient Operating -40 `F to 122 "F (-40'C to +50 °C) Temperature EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA Photametrics Refer to-„vaaw.lumascape.com a Any luminaire can become hot -take care with appropriate use and placement LS333AN5.2LE0 3104 13 LAMP OPTICAL SYSTEM INPUT VOLTAGE Description wattage Color Coda eaam Cade Diumiptal --;:Code LED 3W fled oranpe(620 orm 3104 Narrow n' NR 12-75 V, 60Ik 131'( Narrow Medium 20° NM "'nsnuiraa uppr"pnale vanslpmn. Medium 35° ME wde ao' WD Weight: 3.1 lbs. [1.4 kg] IF 66 CSA Listed, file #190030 10 year fixture warranty 3 year warranty on MR16 LED lamps MADE IN USA G 676115 -TF 4 Sep 2015 Project By Date Name: Pl Luminaire For ordering p irposes, please specify (example: L-011-CM-120V-5W-A-NFL-SCl-BGS) f '� Catalog Nun1(3er: LS333ANS-LED L -011 -CM- - 120V -5W -A -NFL- - FR Manufactltrer: Lumascape USA INC. Fixture Lamp Accessory(ies) Required Options: Amber, Orange of- Red LED BEACHSIDE LIGHTING •800-405-6732 •www. 6eachsideLighting.com 0412017 / Link; http:/i'wY'/W.luf1Tascape.corti/htmi/LS333ANS-LED-TF.h[in NEW EXTERI❑R LIGHT FIXTURES SYMBOL FIXTURE TYPE NUMBER LAMP TYPE MOUNTING TYPE Wildfire Lighting Certification Nunlher: 2012-001 i� O OF FIXTURES '-+ O N M I NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR WITH "TURTLE ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA GLASS" AT EXTERIOR GLAZING TO LIMIT INSIDE -TO -OUTSIDE LIGHT TRANSMITTANCE TO BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. PER NEC ARTICLE 210-12. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED r�, W SURFACE AT STEPS FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR NOTE 5: A3SUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE NOTE 6: ALL FIXTURES TO BE LED AS PRACTICAL CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE J O SECOND FLOOR WALKING SATISFIED. NOTE 7: MECHANICAL EQUIPMENT LOCATIONS ARE CONCEPTUAL, TO BE CONFIRMED OR MODIFIED Y MECHANICAL SUBCONTRACTOR UNDERWATER POOL LIGHT NOTE 8: WITCHES AT OUTLETS CONTROL TOP SOCKET ONLY NEW EXTERI❑R LIGHT FIXTURES SYMBOL FIXTURE TYPE NUMBER LAMP TYPE MOUNTING TYPE MOUNTING HEIGHT i� O OF FIXTURES '-+ O N M I RECESSED STEP LIGHT FIXTURE10 w 5W LED AMBER RECESSED AT WALL 2'-0' ABOVE ¢U U BY BEACHSIDE LIGHTING, STOCK W WU FIRST FLOOR WALKING 1 NUMBER( L12 -RT -5W -A -NFL r�, W SURFACE AT STEPS w RECESSED STEP LIGHT FIXTURE U 5W LED AMBER RECESSED AT WALL 2'-0' ABOVE k2 BY BEACHSIDE LIGHTING, STOCK 3 J O SECOND FLOOR WALKING NUMBER( L12 -RT- W- -NF 5 A L SURFACE AT BALCONY �ow�� UNDERWATER POOL LIGHT 3W LED RED ORANGE RECESSED AT WALL BELOW WATER SURFACE ® FIXTURE BY LUMASCAPE 5 ❑F MAIN POOL LIGHTING, STOCK NUMBER( LS333ANS-2LED-3R04-WD-13 ® UNDERWATER PO❑L LIGHT FIXTURE BY LUMASCAPE 3 3W LED RED ❑RANGE RECESSED BOTTOM OF LOWER POOL BEL❑W WATER SURFACE LIGHTING, STOCK NUMBER( LS333ANS-2LED-3R04-WD-13 Q SURFACE MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE 5 GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD SURFACE MOUNTED AT 11'6' AFF CEILING LIGHTING, STOCK NO, L-011-CM-12OV-5W-A-NFL-FR WALL MOUNTED DOWNLIGHT FIXTURE BY BEACHSIDE 1 GU10-MR16 LED 5W AMBER 25 D NARROW FLOOD WALL MOUNTED 9'-6' AFF ABOVE DOOR LIGHTING, STOCK NO, L -014 -120V -5W -A -NFL -FR �+ M a r 00 i� O E•-' '-+ O N M I Q w �o Ww ¢U U W W WU r�, W W w w X11 U w cV 1'•t �� T ^ J O wQ QQa;zN �ow�� w o xQ Q w �o Ww ¢U U W W WU O N Fel W E S 4' 8 f 16' SITE LIGHTING PLAN AND EXTERIOR FIXTURE TYPE5- 35 10-12-17 RCHITECT � w FLOOR OUTLETS SET INTO SLAB DIRECTLY UNDER ORNAMENTAL LIGHT FIXTURES AT Al a O d0 -_- CENTER OF CEILING COFFERS. TRASH OUTLET RECESSED AT TOP OF MANTLE O W Q N _ STOOP -_ SHOWER /0808 Cj HVAC "s> HVAC A.H. 6'-9" W I-+ �I w W GW rr "4-1:14 - _ - Q � WIC WW N � W FC I 2 OVp , IG GRILL i G (� J REF - --- TF I� PANTRY III \ BE H II I ULE LAUNDRY II I II I I III I III � I I I I I I I I I I bill I I I I _o• I I I I I I I I I I LI I! / � I I/ //// / / � w� a+ W N W� '' / GFCI I I _ _ - - - -- --- -- -- - L GFCI GFCI GFCIG C ELEV. -- KITCHEN 2 � P. W I '' ELEV. °` -LL-_-LCL- - -t- I - -�-- I �1___ � _ __ P6 R , a I � � �; � CLOSET I LL 1I I l p ° 10 I I I I - STA I R 3 w I SIN //// / I 4'-4y" - -6)/ I I I o j I I - SLI ( I ( I I —I I— I I / / III II I I I I / // / /// ////// /// / / / / / // // / / // // // // / LL NO OUTLETS SHOWN IN ) - -- - - BEACH ATHBECAUSE B - li I ( I I I I LL ENTIRE�D � I A SHOWER DISCUSS SAFETY AND PRACTICAL ��( - - � K, ---- - L _ I - - /_ � _ _ _ � _ -- - - -- - _ - - __ _ � _� _.- I � I / / //• //�// /////� ///////�/�// /�/ NEEDS WITH ELECTRICIAN AND OWNER TO FIXTURE AT '" GUEST HOUSE II I I III i I — TO BE I I 18 SELECTED I I ! 1 II I I II I I _ I i Y F Y E R I I I III I I I I I I I -- - — — -- — — — - = _ _ _ -- ------ _ I I I I I I I I I I 1 II I I %� / �� l i III I I EAST I Ili I PORCH / / / / // /// // / / /j / / /// LL III -- I I I I I PORCH - -- -. _� U___ cwt / TO PENDANT TV K / / / // /// / // /// / //// / ►� O FIXTURES AT VAULTED CEILING OVER i G P STAIR. / - G P II All GWP I I _ __ - :'-- ( / / / / / // / // ///////////// //////C/// G Iz SOU HW _ _ PORCH'_._ -__ III I 1 I III � I III III I II -� III S O THE S T P I I I I I / / / // /// // /// // // /// / / // h�i w U — -- ---- —_� _ / V 7t U ! N p 71 FLOOR OUTl SET INTO SLAB DIREC Ll'-UNDER LIGHT FIXTURE N ELECTRICALL Electrical Requirements for Elevator Machinery Space (by G. C. / Owner/ Other) THE INFORMATION CONTAINED HEREIN IS SOLELY OWNED BY RESIDENTIAL ELEVATORS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, INC. IS STRICTLY PROHIBITED w E ELECTRICAL PANEL ® 4" DOWN LIGHT- HAZE A REFLECTOR PAR20-39W WET LOCATION EXTERIOR STEP � LIGHT SURFACE CEILING FIXTURE Light GFI Fixture Outlet 8 with Wall Switch Land base Light Power - 120 V Main Power - 240 V House Phone Line 20 Amp Circuit 30 Amp Circuit pigtail (10 Ft. min.) (See Note 2) — (See Note 1) S GAS TANKLESS MOUNTED WATER HEATER ® ELECTRICAL METER O METER DUPLEX OUTLET DUPLEX UNDER COUNTER AUC 4" DOWN LIGHT- CLEAR LENS —@ Al PAR20-39W- DAMP LOCATION POOL WALL LIGHT 5" DOWN LIGHT- HAZE CONE— � B SMOKE AND DETECTOR BACKUP-ALL CARBON MONOXIDE HVAC COMPRESSOR WIRED W/ BATTERY ON CONCRETE PAD UNITS ALARM AS HVAC COMPR. Elevator Cab Pigtail 2 8 DUPLEX GFCI GFCI REFLECTOR PAR30-60W POOL BOTTOM LIGHT ONE-MOUNTED AT CEILING OR Elevator Controller DUPLEX GCFI WATERPROOF � GWP 4" LOW VOLTAGE ART LIGHT C ® EXTERIOR WALL SCONCE � AT WALL 4" BELOW CEILING TELEPHONE OUTLET � TEL (With integral AC disconnects) 6 6°° 0 QUADROPLEX OUTLET 35W MR16 W o S FIRST FLOOR FLOOR OUTLET U 220 VOLT OUTLET 240V 4" LOW VOLTAGE ELBOW C 1 FOR ART, SLOPED CEILING LOW VOLTAGE TRANSFORMER a POSSIBLE LOCATIONS SHOWN BEST LOCATIONS TO WET LOCATION LIGHT FIXTURE MOUNTED EXTERIOR LED DATA CONNECTION SURFACE ® AT SOFFIT SPEAKERS MOUNTED TO ��c ®))1 W u e r e p ELECTRICAL JUNCTION BOX ,1❑ 2 LIGHT DIRECTIONAL LIGHT C2 BE DETERMINED BY ELECTRICIAN OR RECESSED AT CEILING / r G - i PLAN JUNCTION BOX FOR TV �N4 INCLUDES CABLE AND DATA AND ARCHITECT TOGETHER �� LOW VOLTAGE DIRECTIONAL � C3 SHOWER TRIM DAMP LOCATION INTERIOR WALL SCONCE F0 CEILING F N GARAGE DOOR OPENER WITH LIGHT FIXTURE ]GLDT SMOKE DETECTO BACKUP Traveling Cable _� to Elevator Cab C G e C d R R 36 LED UNDER CABINET L 220 VOLT JUNCTION BOX 240V WALL MOUNTED f ® IRRIGATION CONTROLS OUTLET DIRECTIONAL MR16 SPOT IRR EXHAUST INTERIOR PENDANT FIXTURE AIR HANDLER IN ATTIC W/ F-HVAC -1 A.H. HOOD WITH E H 240V-CONCEPTUAL LOCATION L _ _ J E i E WALL SWITCH � 3 WAY WALL SWITCH $3 EXHAUST FAN SILENT 80 Cl INTEGRAL DOWNLIGHTS AIR HANDLER W/ 240V CIRCUIT HVAC A.H. 4" x 4" Junction 4 WAY WALL SWITCH $4 6" DOWN LIGHT SLOPED S DOOR ACTIVATED LIGHT FIXTURE CEILING 60W PAR 30 / MOUNTED AT BACKSIDE OF HEADER ❑D AUTOMATIC FOLDING ELECTRIC \. -/ ATTIC ACCESS AFS_ By General Contractor/ Owner Boxes Mounted to Machine Room Wall 10-12-17 REMOTE SWITCH $R LED STRIP LIGHT WET LOCATION STAIR WITH ABOVE ATTIC LIGHT Each home elevator requires five (5) items from your Electrician and Telecommunications Contractor(s). DISPOSAL SWITCH $DISP 3 LOW VOLTAGE TRIM FOR G NICHES They are as follows: 03-12-1 8 1. Main Power - 240 V 10/3 with Ground (min. 6") Pigtail connected to house 30 Amp dedicated circuit NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT NOTE 4: ALL GLASS" AT EXTERIOR 45% WITHIN INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR GLAZING TO LIMIT INSIDE-TO-OUTSIDE LIGHT TRANSMITTANCE HE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. WITH "TURTLE TO 2. Cab Light Power' - 12/2 with Ground (min. 6") Pigtail connected to house 20 Amp dedicated circuit 3. One (1) GFI Outlet. 4. One (1) Light Fixture (with protective cover over bulb) with wall switch. PER NEC ARTICLE 210-12. FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR THE CERTIFIED FIXTURES MAY BC MADE AS LONG AS THE NOTE 5: ASSUME ALL NEW SWITCHES TO BE DIMMABLE TO BE CONFIRMED WITH OWNER. 5. One (1) Live / Land Phone Line with pigtail PLEASE BE ADVISED THAT POWER ON THE 240 V LINE (10'-0" Min.) MUST BE A 10-3 WIRE WITH A GROUND AND INSURE THERE IS A DEDICATED NEUTRAL TO THE JAMES W DUR - j�,I , NOTE 2: LAYOUT LINES GENERALLY REFERENCE CEILING BAY, NEARBY WINDOW, DOOR OR THE CENTER OF WALL SEGMENT. TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE NOTE 6: ALL FIXTURES TO BE LED AS PRACTICAL Explanation: The 240 V feed should have a black, red, white and ground wire coming to the machine room. All electrical contractors will have full knowledge of this requirement. UNIT. AR HITC;T AR-0010382 SATISFIED. NOTE 7: MECHANICAL MODIFIED BY EQUIPMENT LOCATIONS ARE CONCEPTUAL, TO BE CONFIRMED OR MECHANICAL SUBCONTRACTOR Simply insure they are aware of the requirement. Black and red are powered with 120 V, each totaling 240 V. White is neutral. Ground to ground standard. Also, standard telephone line should be pulled to machine room with approximately ten feet extra length inside machine room. If further explanation or clarification is needed NOTE 8: SWITCHES AT OUTLETS CONTROL TOP SOCKET ONLY please contact your local sales representative. Residential Elevators Inc. Toll Free 1-800-832-2004 Mnv 21111___ Y o CLOSET CLOSET db — i -- D p C CLOSE i G / -- _ ❑ ❑ I l� I I I I � I i OFFICE W OFFICE VESTIBULE i II III HALL GFCI �\ GFCI I 4'-0" 4' 0" E BATH 1 LINEN t / W D I OFFICE CLOSET VE - �ELEV. ,� � �_>_� SHO 1 — = - -- — I I I I i \\ f \ GFCI GFCI cFcl VA 2 BEDROOM 1 HvaCv - _ - - - LINEN � THESE FIXTURES S, I I II I SHOULD BE -_� POWERED �' _ 2'-7" I LEV. -- -- - - r-GAALLER-Y I \ I ( l I -- - - - - STI U SEPARATELY TO � � LOWER FORT LAMP V TI UL ; TV J I I I i CHANGING /TO SWITCH AT I j \ _ I—I __ _ _ __ _ _ __-_ _ _ _ —_ $ _ __ Tv J — _. _ _� I II B LCONY I I, - oFT o fi P II i I BASE OF STAIRL_q \ I - -- — -- --- I I rFZ-ll I --—--- — I \ II 3 I, � VAC � A-- � �-' J - -- NICHE , I M. ' CLOSET2 _ \ \ CbNSIDER CHASE AT CLOSET HVAC !� I M. CLOSET 1 ST. t \ MASTER BEDROOM/ J i BELOW AS REQUIREDVES CLOSE j S-6" 3-4" —4"- _4" 3_4" r ' BEDROOM / D — — : ��—� - ------ ! 0 I M. SHOWER A N RY o FFET I s 0 L II °ct�OWER 2'- 8Y2' / I -- - q C3 EA A A -- P I \ I / WC FCI \ GFCI L M VEST. 2 �, GFC GFC GFC I I� � BATH 2- - - - GNP --�� >�- k rpt _v \ I \ \ GFCI M. B TH j cFcl I� I----------------------- ---- -- -- -- --- - __ TWO TANKLESS WATER HEATERS INSTALLED IN ATTIC ATTACHED TO °O 1 VERTICAL WALLS OF SKYLIGHT SHAFTS w ELECTRICAL LEGEND p� DRAWNCHEDRED: DATE: REVISION N pip _ DRAWN: DHEOREO: OATS: REVISION G.P. F.P. 5/27/16 CHANGE WIDTH G.P. M.C. 01/08/04 NEWDRAWING G.P. 10/09/09 INCREASE WIDTH I/2" G.P. M.C. 12127/06 ADD DOOR CLEARANCES ELECTRICAL PANEL � 4" DOWN LIGHT- HAZE REFLECTOR PAR20-39W A WET LOCATION EXTERIOR STEP LIGHT SURFACE MOUNTED G CEILING FIXTURE �--� S TANKLESS -® TER HEATER ELECTRICAL METER O ✓IETER 4" DOWN LIGHT- CLEAR LENS Al 20" W x 20" H x 6" D w DUPLEX OUTLET SHAFT PAR20-39W- DAMP LOCATION POOL WALL LIGHT® SMOKE AND CARBON MONOXIDE HVAC BATTERY—0 COMPRESSOR HVAC COMPR. Urq (46-1/2" MIN) DETECTOR WIRED 0 CONCRETE PAD DUPLEX UNDER COUNTER AUC 5" DOWN LIGHT- HAZE CONE— B 2 MAXIMUM O S BACKUP -ALL UNITS ALARM AS DUPLEX GFCI GFCI REFLECTOR PAR30-60W POOL BOTTOM LIGHT O ONE -MOUNTED AT CEILING OR MIN, DUPLEX GCFI WATERPROOF GWP 4" LOW VOLTAGE ART LIGHT � C EXTERIOR WALL SCONCE AT WALL 4" BELOW CEILING TELEPHONE OUTLET / TEL QUADROPLEX OUTLET] 35W MR16 FLOOR OUTLET U 4" LOW VOLTAGE ELBOW - (4DC LOW VOLTAGE TRANSFORMER- T WET LOCATION EXTERIOR LED ® DATA CONNECTION 'ADC O1 MINIMUM HOISTWAY DEPTH TO BE 54-1/2" FOR ART, SLOPED CEILING POSSIBLE LOCATIONS SHOWN LIGHT FIXTURE SURFACE S MOUNTED 220 VOLT OUTLET 240V 2 LIGHT DIRECTIONAL LIGH1TT C C2 BEST LOCATIONS TO BE MOUNTED AT SOFFIT ®\\` IR RECESSED AT CEILING JJJ R RECESSED JUNCTION BOX J❑ U DETERMINED BY ELECTRICIAN AND ARCHITECT TOGETHER LT JUNCTION BOX FOR TV TV 4" LOW VOLTAGE DIRECTIONAL C3 SCONCE — F ® CEILING FAN ARAGE DOOR OPENER GD NITH LIGHT FIXTURE INCLUDES CABLE AND DATA SHOWER TRIM DAMP LOCATION INTERIOR WALL 220 VOLT JUNCTION BOX 01 240V LED UNDER CABINET � L WALL MOUNTED AIR HANDLER IN ATTIC W/ FHVAC IRRIGATION CONTROLS OUTLET —=4)RR O2 PROVIDE A PHONE LINE TO THE ELEVATOR MACHINE ROOM DIRECTIONAL MR16 SPOT EXHAUST HOOD WITH E H 40V -CONCEPTUAL LOCATION LA_ _ J INTERIOR PENDANT FIXTURE CONTROLLER AND INSTALL INA 4" x 4" BOX WITH COVER (8'- 10' TAIL MIN.) WALL SWITCH GATE OPEN EXHAUST FAN SILENT 80 CFM a INTEGRAL DOWNLIGHTS 2 2 (BY OTHERS.) O O m H I� IR HANDLER W/ 240V CIRCUIT HVAC 3 WAY WALL SWITCH $3 6" DOWN LIGHT SLOPED - $A.H. DOOR ACTIVATED LIGHT FIXTURE AUTOMATIC ELECTRIC $ g O 4 WAY WALL SWITCH $4 CEILING 6OW PAR 30 / MOUNTED AT BACKSIDE OF HEADER FOLDING ATTIC ACCES � LOCK SIDE OF THE DOOR BY OTHERS.LIGHT ) ( ) $R LED STRIP LIGHT WET c 14.93 SQ. FT. STAIR WITH ATTIC LIGHT ABOVE REMOTE SWITCH O LOCATION O MACHINE ROOM DOOR TO BEA MINIMUM OF 30" WIDE 3" LOW VOLTAGE TRIM FOR - v DISPOSAL SWITCH $DISP O5 CLEAR CAB DIMENSIONS BASED ON A 3/4" FLAT WALL NICHES 1O it NOTE 3: ALL EXTERIOR LIGHT FIXTURES ARE TO SHINE DOWN NOTE 4: ALL INTERIOR LIGHTING IS TO BE SHIELDED FROM THE EXTERIOR WITH "TURTLE NOTE 1: ALL ELECTRICAL WIRING TO BE INSTALLED IN EXCLUSIVELY AND MEET ALL REQUIREMENTS OF THE FLORIDA GLASS" AT EXTERIOR GLAZING TO LIMIT INSIDE TO -OUTSIDE LIGHT TRANSMITTANCE TO ACCORDANCE WITH CURRENT N.E.C. REQUIREMENTS. ALL FISH AND WILDLIFE CONSERVATION COMMISSION FOR LIGHT 45% WITHIN THE VISIBLE LIGHT SPECTRUM OF 400 TO 700 NANOMETERS. BEDROOM OUTLETS TO HAVE ARC FAULT CIRCUIT INTERRUPTERS FIXTURES IN AREAS OF SEA TURTLE NESTING. CERTIFIED PER NEC ARTICLE 210-12. MACHINE ROOM /SPACE (PER NEC 2002 - BY OTHERS.) FIXTURES HAVE BEEN CALLED FOR HERE. SUBSTITUTIONS FOR NOTE 5: ASSUME ALL NEW SWITCHES TO BE D MMABLE TO BE CONFIRMED WITH OWNER. - NOTE 2: LAYOUT LINES GENERALLY REFERENCE THE CENTER OF THE CERTIFIED FIXTURES MAY BE MADE AS LONG AS THE NOTE 6: ALL FIXTURES TO BE LED AS PRACTI AL CEILING BAY, NEARBY WINDOW, DOOR OR WALL SEGMENT. TECHNICAL REQUIREMENTS OF THE COMMISSION STANDARDS ARE NOTE 7: MECHANICAL EQUIPMENT LOCATIONS ARE CONCEPTUAL, TO BE CONFIRMED OR SATISFIED. 36„ O6 5'-0" MIN. HEADROOM REQ'D FOR ELEVATED PLATFORM/ STANDS. MODIFIED BY MECHANICAL SUBCONTRACTOR DISCONNECT Oj FLOOR MOUNT PUMPING UNIT DIMENSIONS: NOTE 8: SWITCHES AT OUTLETS CONTROL TOP ,SOCKET ONLY w p� DRAWNCHEDRED: DATE: REVISION N pip _ DRAWN: DHEOREO: OATS: REVISION G.P. F.P. 5/27/16 CHANGE WIDTH G.P. M.C. 01/08/04 NEWDRAWING G.P. 10/09/09 INCREASE WIDTH I/2" G.P. M.C. 12127/06 ADD DOOR CLEARANCES �o Ww ¢v �w CONTROLLER G.P. 6/02/10 ADD LLH DESIGNATION G.P. F.P. 01/13/18 CHANGE PUMPING UNIT DIMENSIONS FINISHED 20" W x 20" H x 6" D w N¢ �a SHAFT (6'- 0" ABOVE FLOOR G.P. F.P. 02/08/11 CHANGE RUNNING CLEARANCE Urq (46-1/2" MIN) TO THE TOP OF 2 MAXIMUM O THE CONTROLLER) (34" MIN) PLATFORM NOTES: MIN, ti� NOTES: Q O 0 N 36" (MIN') O1 220 V, 2 POLE, SINGLE PHASE, FUSED DISCONNECT HALL STATION --\ O1 MINIMUM HOISTWAY DEPTH TO BE 54-1/2" WITH 20 AMP RK -5 FUSES (PER NEC 2002 - BY OTHERS.) O 3 O CAR TO WALL (CTW) DIMENSION IS 3" MIN. ALSO, PROVIDE 120 V., FUSED DISONNECT OR 15 AMP U CIRCUIT BREAKER FOR CAB LIGHTS (PER NEC 2002 - BY OTHERS) EMI LOCK O3 HOISTWAY DOORS AND FRAMES TO BE INSTALLED IN A 2"x 4" O2 PROVIDE A PHONE LINE TO THE ELEVATOR MACHINE ROOM WALL CONSTRUCTION OR RECESSED INTO A DEEPER WALL CONTROLLER AND INSTALL INA 4" x 4" BOX WITH COVER (8'- 10' TAIL MIN.) GATE OPEN CONSTRUCTION TO EQUATE TO A 2" x 4" WALL, 2 2 (BY OTHERS.) O O m H I� 2 x 12's THIS IS REQUIRED TO COMPLY WITH 3"x 5" RULE. / PUMPING SWITCH TO BE INSTALLED TO O g O z w C.O.P. Q O4 HOISTWAY DOORS TO BE SOLID CORE (BY OTHERS.) N UNIT LOCK SIDE OF THE DOOR BY OTHERS.LIGHT ) ( ) vWZi R c 14.93 SQ. FT. O O MACHINE ROOM DOOR TO BEA MINIMUM OF 30" WIDE y v 'Ili O5 CLEAR CAB DIMENSIONS BASED ON A 3/4" FLAT WALL 1O it Q CAB DESIGN. PICTURE FRAME AND FRAME/ PANEL CABS - (BY OTHERS.) OD 1 D REDUCE CLEAR INSIDE WIDTH BY 1-1/2". 5rODEGR,A GFI RECEPTACLE IS TO BE PROVIDED IN THE ELEVATOR CLEAR INSIDE WIDTH 2 x 12's MACHINE ROOM /SPACE (PER NEC 2002 - BY OTHERS.) CL 36„ O6 5'-0" MIN. HEADROOM REQ'D FOR ELEVATED PLATFORM/ STANDS. GATE OPEN DISCONNECT Oj FLOOR MOUNT PUMPING UNIT DIMENSIONS: EDK LOCATED 28" W x 16-1/2" D x 27-1/2" H EMI LOCK SIDE Q 6 _ HALL STATION MINIMUM ELECTRICAL ' (MIN.) O4 CLEARANCE IN FRONT OF CONTROLLER ®� 20 RESIDENTIAL DRIVE (REQ. BY CODE) 20 RESIDENTIAL RESIDENTIAL RESIDENTIAL CRAWFORDVILLE, FL CRAWFORDVILLE,FLE STANDARD HO/STWAY PLAN 32327 3232' scaLE- v2 =1' ELEVATORS ResidentialElevators.com ELEVATORS Residentia evators.com _ __.____ -. �._...__. ALTERNATE MACHINE ROOM LAYOUT Elevating your standard of living 1-800-832-2004 NOTE: ALL DIMENSIONS ARE APPROXIMATE Elevating your standard of living 1-800-832-2004 LUXURYLIFTAwIND SCALE- 1"=1' E DNA"E, Da N� A D eNAME .. Nuweea 950#, RH / LH RAIL, F / R OPENING ALTERNATE MACHINE ROOM ANYREPRODUCTION IN NOTE: ALL DIMENSIONS ARE APPROXIMATE HYD M02 THE INFORMATION CONTAINED HEREIN IS SOLELY OWNED BY RESIDENTIAL ELEVATORS, INC. PART ORA'. A WHOLE WITHOUT WRITTEN PERMISSION FROM RESIDENTIAL ELEVATORS, INC. IS STRICTLY PROHIBITED. LLH HYDRAULIC ACCORDION GATE, 15 SQ. FT. HYDHP4 A 15 SPECIFICATIONS w p� `O M N pip _ o �o Ww ¢v �w w W ca � as w N¢ �a H Urq ti� Q O 0 N a w o �o Ww ¢v �w w W ca � as w N¢ �a H N W E S 2' 4' 8' SECOND FLOOR ELECTRICAL PLAN 10-12-17 03-12-18 JAM S W DUPREE III I c f�I+It dC T,d/ A 0010382 V ki oeC {�tJf, A til r 2 _ 17 •, V J• �' \aVF ' �M[t J a30. t/� � _..1 Uj �, •xf;<�.l _ ry'. � ... �ti,.. 4, G,�' rt.. � M � n'3 p► Llt V� �, t 11 I ; nz'rsc,. .'i"�s; t - _ 3 .t,y �,,,r,+-.--+--.r--'=+w.t; _ 4 .. r - fj • • I most I. d< � LL 0 Cn Cl) (1) e IJ 9 r' . u. 9 s• _ , Etta - 4 CV co LLT Co .. j.{�. cuC>, s r,:'.. -. - •-wn `ti,: ,!^'ir+'e!4^ _T__"s "'Iy ... t. ( Co f 0 en e ■ i •: JU.t ' a r ,.,1., � +- �-r---^•b.•--- � `� s . i ° L� f " ' t � '.� r �•' ' t+ � l � t J ii � � - v r:(D�y ,,``. per' .. _t J �� , .. r� d - ` :. �, tit = �; y l.' _ --�._ _ l►^ -an• .1 �- - w:..,�-�... ,;.... ..,y.. ..+w......s.+.-:..._.►.—i I[ _.s:pi 'i'ha+. T �% ■I�w M Ur.}W0�`� .y.:tX'.':fOt$g�`', t� w w �.,. J r 43 1'�'"`•` _ I �■� / ■ j a. co} i' U • A � T Z � � � � Q V U. LL czAS D Mon) r 3 3 e CD • J _ CCS ^ 9 cz — 0 V .._a .....,:,... .w► MCa_ aci EE EEE wQo CD ^^♦♦ /A i+ Y CD A ci Q d)r)waria�i ��c0 �3a `/♦ 9 m phi ac) p99i� `� oc jj1` cf7 O C � N -9 N �+�-k� 9.) n+� i5 �O? •Q A ._ ... O ��► _._.. -... ... cu i L d cm 2 C C 1! C EM2 LI) T`moo c •+� c cc c Ta 0 ocam 0mmiammo�<0m��ooatoim QQc�ig ��•�� LLl Of M � CJ O, tT Qi � cn m 01 CA CA N CM Qf CA Of 0 N P 4 tD C'A , V c C . iLrM M Nr 1�mm MP,mLn r`ch f`+ M r r r NN �+ 3.$ 0 - c .x L� 2 _ a� 1 O Q'w 9"* co -�r 1nm w CD LO N�-�-� m I -N LO to - N y N m cc m E Is y� 2 o EF - N Q- Cc,EaEQ ; �2 L y�_min'oy 8 �z 2iE a� ` 0 T �°La aid �d EEE E E m- �p _ m or'la: a�pyE'SgaoLL�?��m oaaaa-a4AQ� (� E y `m E ayi �& `� co i0ia m a> �' c $� W _ d "• o o o T z gJ o „ m L >a'. �. o c c m m m N m§ s aI o >, d-j co m CO S mSJPL�QO�SaCnUO.-@a YCANNCAN(� L yy+9 m �ZT 'c uj .0 Q G �'— i o f o 0 00 LD Fig LLJ LU- J F c C ai m ca J O Q a3 aC Q W o2 �E L E'3o "o >'E 8 = d • N � 7 o y .0 0 y a E fp E m GoJ Z,' ._ m a B T i c� c`u aci yc Epp o �aCS vEy� 8 9 LIJ O S g� ay EEEV�y "� >n, O L- 25 i°C°Ln C• (5 0 L O 0 c' 0`04 `a d E> j y E y o w 2 c y $ N cI� E.°3'c c S�4 Q m`m m'm m 4 y _n 0. n G n 4 -4 m is Cn " c u1 �n �I m LU o C d � v o y cn o— ='- a> y 0:5 cc o'cc°c�io Qma=000 Z 'aaa m a a m m_ �iaaaaaE ca N �. U) fn C/% c c c n c0. 2a as y¢ m y 8 N.. a to to N 40't%J w co U- O IL- U � 44 dE r ESE a a E v Q d CO dd+, U M C CL a I U) t. • N y fl_ y^ C i c L y 7 CA c y .0 0 y a E fp E m GoJ Z,' ._ m a B T i c� c`u aci yc Epp o �aCS vEy� 8 9 LIJ _o R d d-1115 .c3 c c0 N U C,7 E o E°d`'�E>y S g� ay EEEV�y "� >n, O L- 25 i°C°Ln C• (5 0 L O 0 c' 0`04 `a .�, Z E> j y E y o w 2 c y $ N cI� E.°3'c c S�4 Q m`m m'm m 4 y _n 0. n G n 4 -4 m is Cn " c u1 �n �I m LU a n ra ci c o y= 2 ro d � v o y cn o— ='- a> y 0:5 cc o'cc°c�io Qma=000 Z 'aaa m a a m m_ �iaaaaaE ca N �. U) fn C/% m coo c c n c0. 2a as y¢ m y 8 N.. a ems. J2.1zzaan 40't%J w co U- IL- U � 44 r M C �'C N Lo O f- O Q J w J_ T N Ln co PILE LAYOUT EL. +18.92' NAVD TOP OF SLAB 0 4" STEP DOWN AT BEACH BATH #5 AT TOP © 12" O.C. (TYPICAL) 1'-4"w x 2'-0"d EXTERIOR GRADE #5 w/ STD 90° AT TOP @ 12' (TYF 5 SIMILAR S-4 8 SIMILAR S-4 EL. +18.67' N. EDGE OF S (+19.77' NC #5 TOP "BENT @ 12" O.C. (TYF PILE LAYOUT 15'_7„ 7'-0„ 34'-6 1/2" 6'-4" 9'-2 1/2" 13'_0„ CONSULTING STRUCTURAL ENGINEER O x 2'-6'd INDICATES RECESS 10' 12,_4„ 8 12,_8„ 1'- , cckathe@gmail.com � - Q _ 9'-5 1/2" 17,_3„ 7'_10" J 7'-6 1/2" j ,; PILE LAYOUT 2'-6" 3'-5" 3' 5 1/2" 6'-0" TOP OF w 6'-4" PILE EL.+ 00 J PILE EL.+ 17.00' NAVD INDICATES 00 _00, 1 -4 w x 2 -0 d 0 4" STEP DOWN AT BEACH BATH #5 AT TOP © 12" O.C. (TYPICAL) 1'-4"w x 2'-0"d EXTERIOR GRADE #5 w/ STD 90° AT TOP @ 12' (TYF 5 SIMILAR S-4 8 SIMILAR S-4 EL. +18.67' N. EDGE OF S (+19.77' NC #5 TOP "BENT @ 12" O.C. (TYF PILE LAYOUT 15'_7„ 7'-0„ 34'-6 1/2" 6'-4" 9'-2 1/2" 13'_0„ CONSULTING STRUCTURAL ENGINEER 1'-0"w x 2'-6'd INDICATES RECESS 10' 12,_4„ 8 12,_8„ 1'- , cckathe@gmail.com � - 1'-0" 14,_8„ 5'-11" 9'-5 1/2" 17,_3„ 7'_10" 4'-2" 4'-2" 7'-6 1/2" j ,; PILE LAYOUT 2'-6" 3'-5" 3' 5 1/2" 6'-0" TOP OF 6'-4" 6'-4" PILE EL.+ 17.58" NAVDL PILE EL.+ 17.00' NAVD INDICATES 16"0 AUGERCAST 1 -4 w x 2 -0 d `'17 ''7 CONCRETE PILETOP OF BREAK -AWAY 1 -4 w x 2 -0 d BRE K AWAY VAC 1'-4"w x 1'-6"d 17.0 , NAVD EXTERIOR GRADE S-5 S-4 SLABS ON GRADE EXTERIOR GRADE 4 SLAB 0 GRADE 6 5 EXTERIOR GRADE BEAM 5 BEAM S-4 S-5 S-4 BEAM w S-5 ., ' , :.... :. y .., STOOP, . :. .. ''..: `: :"...• `.' • • SHOWER , ... ' .,:; ..TRASH ::.:.. ; . :.. w/ .STD :. 'POOL EQUIPMENT . ... ' '.: ' .;'•" .. B N.� , :: :. , . ...: _ HVAC:.—_- ;. HVAC. AT TOP © (TYPICAL) 1 i° . ........ ::.•. I. _ . - - ,e. .i_..... ". ., . I ...: ... .., . t-- 1-_, _ __— _ _......_.._,..._._..._.. N I I N ....__..._..._.�. FIRE LACE I I ... _ . _ i TT pp ,� _ __ .._ ... — ___ , _ .... _. ___ — � _ ,� L., _. ____..___- ___ _ __ _ _..._ - .-_ Toll_ - ; - ----- I I * I SIN C I I--- ---j �--- -- -- ---I - _____ GB..2__..._ .. ___. WASHER DRYER ' �- - ------ --- � -� F .,:: ------ ----- -- — -- REFRIGERATOR GB -2 L _j GB -2 __.____ Gg 2___ _ __L -� 1313 2 ---- ---- -- - - --- --- - ---- -_ ........._ _ i\� _ _� � _ i P 9 Pe_ 1 PC I ! ..._.._... _-"'-Tmi- v GRILL - _.__.-.__ -_ �� ._. 1 P C-- .2 VD -� ---_ _j I cn 5 i J l . �.i ............. _� _......._ ...�._...t... .... �_...__»-_'{""t"-----_-_-_-,-7--.__-_ IIiIN-I I 1-4w 1 -6 d;1 II I II I1E+1: I i i i #5 w/ 90" BEND t , I , INTERIOR GRADE 1 1 i t i 1 E i 1 I i ATI TOP 12 O.C. I I S-4 SLOPE 2'_ I I I ? 11 � \ TOP! ---OF SLAB II (+20.35' NGVD) #5 A OP - m I ,� ......_.i _ '� i� S-3 _ I 12 O.C. \ I I l@ i, __ ; BEAM I I I I I I ui l ; ' ' ' Q - ' ' I 1 (TYPICAL) Q i , �I 1 I I I i t I I t f I I ^ I m l I I i J € i tr' ' I 5"/ -'STEP _ m �N i\ \ \, i� i, I (TYPICAL) C f 1P I i - 14„ STS �I I I E i� I I � X61 I I I I I � � I t 1 1 0-) E t I i i I o t I I I ; DOWN AT �i I I I 1 �i II I I I \ F 4_L -- -. _. +. w w I, w L i f /-� o ,I i 1 1 I- O_ iII I I I TV I i t i o I I OI I I I ,E L E N A R w ((�f i I I; t w N I -I I I I I I i i I � z L I 11 � Z I i +18.83 NA DI I E i f TOP O F SLAB t! I , € I \ ' ' \ ...__....... .•. .— SINK / ___ _ 1- i i t ; t k i ! i �i i I I 1 I v O I p 0 1PC(+993®-NGVD) i _. _ i I t I I O o ( I EL. NAV - i 1 i k I I 1313-s i +18:08 Z1m I t z 1= m' I 1 I I 1 i I`• - 'ter_-"�="`-'�_®___-_______-- .�.�, � ...... / - � J �. __3. I _, L.1._....____-__ _ _a_....� _...,....x.._________..-________..x.._..�...•_-_____..�__ „��_._._ „ i TOP.._ � PI.T _StA-�1--�-__ v _ �.. _ _,.. w� - p w - __'I._...I -- -•,ii ----------- -�fl P____- _.t r -~-=`�" I .:...�i ` IT -L — — — — — r T1__ i i ! I— -f i ll l —i�'i' , 1 i I i I i I J I I i �,-_____ + I J-. , iii �j I L-- ^-- �"_ I I 1 1 •------------- I , i i i#5- ;�t� I I '-- _--- - - ---- i I G i ,- I ; ! I l I i 1 m - } U' �Q I w., 11 I _ i i I I .` t l i l f I EL. +19.25 N,V/D _. I I r i i DW it i I� c) 1 1 I I " I� O i i _ 1 i m. o I I tll I I I S-4 t i© 1 2 O.C. 9-4 I I 1 _ - I I I I f ! TYPICAL TOP OF SIB I _ , -- I d I i I E i i ( ) I I ! i , I 1 I t i I f i I i i I I E I +20.35 N' D 31 ! I _ _ ------�ce=i------4 `. 1 PC ; II i t I I 1 I J I; I I 3END 11 I I I N I I t ELEVATOR I 1p1' —'� I l,, ]j I I I i, .,� i I ____— •. _� •.:.."�•• — O - I I ---------- I i i 7 1 I I s I E I € 1 a —In i-- --------I—�---- t_F '------- -�-�------5 Z-------��---- ---� i-1 k I k v` /ice �i i i I I SLOPE 2" 0. CAL)) C. C. 177�1 it 11 I ti t I i -_ ._....-...r___....... IIII I m .....� ,.....:.._ --�:. _.k::; .;.:1- -------------_-_-__ -- i -- --- ---- — -- II 1313- I II,11 I I it v- S-5/ ADD 4- 5 x 8' 6" !i 11 1P,C 1�1 # - I 1 L /� „ m !I I �_- GB_ '� BOTTOM LH 4 O.C. Q 11 -- - - -- I J I 11 ---�"-- -I------t-4---- 1 `�� I I I I € � � I I _ I GB -1 I I C? l i I I _ i I I 1 1 _ I I I i I I I I I II i m ) i E III 1 I DW 11I 1 — 1 j I I 11€ I I i J I I I If _______� l____ __ _�.__-__-____ 1 I i -,-,-_-_ �- w w-�, I I I I I E___._____ --i-L ----- -y �' � ----- -i.------ ��------ I L.�L_� — q,1, --� I tG� 1 € E GY 11 .. 1 '' 1 P C I I , „ I> „ N 1 -4 w X i1 i-6 d ml I l i 111 1 m I INTERIOR 00ADE I I I i I I rI I m (%) i i BEAM I _______________ _1�_____-_� -- _---- -_________._______________-___ ____� , ________________ -,------_� � �-_ _ __, � __-_____-_ _ _ t � i i t l 1 1 �I � I 8 1 m i i i Q Ln Ill I l l J � II I t' U I ' CC ' i I— w p G Ln 1 I O I i 9 ,I, w O mlll , I F- 9 U O i __._.. J La_ O II II 5 w STD O_ 11 ' i p r"®��®m®mi®®�®�®��®�� rW N ii I I i I ii I I I 13 p ^i ( I I w 5�l 15 1 i t Z �; , p i i I E I !TOP 1 I - O �l i 1 #5 wx ISTD I — I O I zo v m II E PC i 0 . _. 90" BEND AT z I " U O ~ � (� 12 O.C. z I �© p 11 m I k U p i i , INST AL i I - o C� 1 a I [ ! i i i Z f— i m i I I{ I 1 i CONDUIT IFOR 1 1 O v i �/ i w 90° BEND AT tO.C. (TYPICAL) N �; ; 9I l I i i � Z— �t t " 1 p o TOP @12" 10. C. I) 90` BEND , k Of , ,, I 11 v w In d 1 II I t 1 5"'STEP STEP I I V A 1 1 I 5" STEP I 11 ' (TYPICAL) O p III I I �% p w L.n I III �_ I l i ISLA 1 I I O w� #5 I a �_ E I I ATj TC{ I I I I I 0 i i 1 1 oz v ml I (TYPICAL) _ r,I i i i 00 i© 12 O.C. i I U w to k11 I I I I I I m l I IIII I I I III SLOPE 2" 1 I I, D W F- l 11 1d , i I I I 7 SL_ EL. +19.25 NAVD 4I i m M l i 1 1 '' 1 1 I I I E i I i I i i j M 1 (TYPICAL) i t i t 6 I I oo I ! I E3 I i I I I I t i i lI I 7' 7' 1 i II " I I I \ TOP OF SLAB l +20.35' NGVD ill SLOPE 2" i II..._t..... I 1 PC 1 1 1 1 I r; ------ -- __ ___ _____ _�_____ - - -Y r -�_ - - - - - _--�- -._ .__ - - _ 1 1 1 1 S-4 I I I o k l I I I 11 l i 1 1 l I I I I IE I I L� IIII I 1PC i GB -1 L'- _ 1 PC II ®=; Wit_...._.............__ N I 1 PC I I 1 PC _-------__ - =Q- ==- 19 GB 3 � - it � ---------------------------- �.. _ ____ - -------------------------------- —.........___ __ "'".�_=�"`-.�.,.._. _ — — ' , m ---------�--i---------------- __ --------------I--, ------------------ GB -3 T�� - - GB -3 �—_---- -----_ ---�� I••' ----- _ --- _— —'1; a.m. -- _________ ____ _ _ _--_---_ _______ �__'-.______"___.-____._.__"._____,'�._. _.__.__._-. _... II ��: �.��,l..I _._— — — — — — — — — — ----- — _ - - I L. +18.83' NA D 1 PC I II ____:________ EL. +18.83' NAVD_-----_ -> -- 11 I 5 I TOP OF SLAB (+19.93' NGVD) STEP II I c� 2 I Q ;n I cnv S-4 I w O I ___ _ ____________ �._____ _______ ____, ___ I ---_--- ___ I I I, 5 ' 111 EP STEP/i � 1� I,l II I. I I I TOP OF SLAB I U I I I 11 (+19.93 NGVD) li 1I J Ili I BA CAL) i ��y v v - I I \�\\\ W —t W it \ a- � d. t 1 O -- O I M w N� M I I I IZ �' I— I I p O O '"m N N 1, J J I Ln III I I i I{ lift t, ! i t lf) i I ! I Cpm _ 11 II I I �2,. I� Mill i I #5 w 90° BEN O i ' \ _j J (� I STD .\`` 1 T \�` 1 PC 1 PC 1 Z @ I m .� I I '� 0 W Ln I I � z I = - 1 PC .. ., I i O 0 l I W W I 1 i (n ( II F2 -PTC] 1 PC 1 ,it it II I I I € II IIII I I i 1 PC - ---�8_-4_____-----_ - - - Id. _6 +19 25 NAVD TOP OF SLAB \ �� (+20.351' NGVD)ir- _ _ _-GA-4_ --------- E -------- _-- -=---- I TYP C .: L .. 1._ _______.____ _ _____mom IT _._EL. T = --------------- - _-__ :n - - ►� STEPS v �� ST PS �� STEPS - �- >, 1 -4 w x 1 d ST PS STEPS k-15 #5 TOP "BENT #5 TO BEN BAR EXTERIOR GRADE EE AM EL. +18.67' NAVD EDGE OF SLAB R"'# r i� �' \� r # T (+19.77' NGVD @ 12" O.C. TY I AL GB -2 - © 12" O.C. (T PICAL) 12 #5 w/ STD EL. 18.67' NAVD EL. +1 .6 4 TOP @ 12" O.C. (+19 77' NGVD) (+19.77' 2 8 (TYPICAL) 8 S- S-4 S-4 3'-2 1/2" 3'-2 1/2 " 1 � 0„ 4,_8„ 6'-8 1/2" 9'-2 1/2" 9'-5 1/2" 5'-5" 5'-5" 9'-6" 2'-6" 2'-6" 9'-2 1/2" 12,_8„ 1 - 6'-5" 10'-0" 16'-0" 5'-3" 7'-6" 5'-3" 5'-0" 4'-8" 24'-0" 13'-0" 7'-2" 18'-10" 18'-0" 85-8" MAIN HOUSE SCALE: 1/4" = 1'-0" AUGERCAST PILE FOUNDATION PLAN NOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONCRETE FOUNDATION SLAB DIMENSIONS. N Q0) ccooNo 00 IZ M p N 4 co I- NM°I Q r- U o W Q CD o w0 i- C\j PILE LAYOUT r WIY W W LL X Z LU z _U cl�W W F_ Q o H- _S J 11. J W f �- m O W D p Q U) W N Q Q � W � C 4 0° BEND w �0 2Oorn O.C. LL Q LL N W = Z � O r I I E � �- 1'-4"w x 1'-6"d EXTERIOR GRADE BEAM 2 I O rn JII,f EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) �I i i I 0 g I Q S-4 N W � :Dp #5 w/ STD o o c� = W LL 90° BEND AT I 1 I Q= TOP © 12" O.C. ° ° PCO) U (TYPICAL) Ln = Q UW �- #5 AT TOP W m © 12" O.C. m U (TYPICAL) d' Z I N < 9 O � JI,,, EL. +18.67' NAVD 00 EDGE OF SLAB (+19.77' NGVD) 0 IP "BENT BAR" O.C. (TYPICAL) to NAVD M I 3VD) N O W E w PILE LAYOUT a_ .. S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN smi ;HEET 1 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CHRISTOPHER C_KATHE, INC. CONSULTING STRUCTURAL ENGINEER 1'-0"w x 2'-6'd INDICATES RECESS ®INDICATES GRADE BEAM WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. , cckathe@gmail.com � - TOP OF SLAB 4" j j INDICATES 16"4 AUGERCAST j ,; j INDICATES 16"0 AUGERCAST CONCRETE PILE TOP OF CONCRETE PILE. TOP OF PILE EL.+ 17.58" NAVDL PILE EL.+ 17.00' NAVD INDICATES 16"0 AUGERCAST `'17 ''7 CONCRETE PILETOP OF i �- PILE EL.+ 17.0 , NAVD NOTE: SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL CONCRETE FOUNDATION SLAB DIMENSIONS. N Q0) ccooNo 00 IZ M p N 4 co I- NM°I Q r- U o W Q CD o w0 i- C\j PILE LAYOUT r WIY W W LL X Z LU z _U cl�W W F_ Q o H- _S J 11. J W f �- m O W D p Q U) W N Q Q � W � C 4 0° BEND w �0 2Oorn O.C. LL Q LL N W = Z � O r I I E � �- 1'-4"w x 1'-6"d EXTERIOR GRADE BEAM 2 I O rn JII,f EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) �I i i I 0 g I Q S-4 N W � :Dp #5 w/ STD o o c� = W LL 90° BEND AT I 1 I Q= TOP © 12" O.C. ° ° PCO) U (TYPICAL) Ln = Q UW �- #5 AT TOP W m © 12" O.C. m U (TYPICAL) d' Z I N < 9 O � JI,,, EL. +18.67' NAVD 00 EDGE OF SLAB (+19.77' NGVD) 0 IP "BENT BAR" O.C. (TYPICAL) to NAVD M I 3VD) N O W E w PILE LAYOUT a_ .. S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE AUGERCAST PILE FOUNDATION PLAN smi ;HEET 1 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CHRISTOPHER C_KATHE, INC. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808)'217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. , cckathe@gmail.com � - 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE�V �r! WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND D FL OTHER STRUCTURES" MENTIONED IN NOTE 2. P.E. 3682 SIGNATURE IN BLUE INK RAISED SEAL EL. +18.92' NAVD TOP OF SLAB O 4" STEP DOWN AT BEACH BATH 15-7" 5'-6" 1'-10" 3'-9" EL. +18.67' NiVD 00 EDGE OF S AB 00 (+19.77NG D) N i� STAIR 9.25' N F SLAB i5' NGVI SINK WASHER DRYER LAUNDRY ` 11'-2" t ! co PANTRY00 iI _ ------ --- Lf) CLOSET i ELEVA ------- - ----- 4'-1 11 _-_____ -- -- �.-_-.----_-___ E __ i -I IIS__®________________________-- 1 I I I 1 FOYER 1111 1 ; 5" STEP I E ENTRY EL. +19.25 NAVD � ' I I TOP OF SLAB PORCH 1 I (+20.35 NGVD) I SLOPE 2" 7' 1111 ' I I ! I__-____-_-.____________, f,.®__®_______---____---______.._.__.____ I_ _____________________________.� \\ _`_______________________________EL. +18.83' NAVD � ___5„ TOP OF SLAB STEP (+19.93' NGVD) ` w SOUTHWEST PORCH -_-- ------------- �_- �-�--------------------�----� __------- EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) 1 I i 1 I I I I I REFRIGERATOR --14" SV DOWN BAIT ELEVA f (�R EL. +18408' 1 I k ! I I k I l i _-_-__ ,---_-_--_- Y( TOP 0 1 PIT ._ _ t,__...._ SLA I ___ _ +19.18 NG II D I. \\ 18'-0" DW illl i 1 I I VE IBULE \BEACH PORCH I BATH KITCHEN O t SINK \� E--�—NM� BENCH EL. +18.67' NiVD 00 EDGE OF S AB 00 (+19.77NG D) N i� STAIR 9.25' N F SLAB i5' NGVI SINK WASHER DRYER LAUNDRY ` 11'-2" t ! co PANTRY00 iI _ ------ --- Lf) CLOSET i ELEVA ------- - ----- 4'-1 11 _-_____ -- -- �.-_-.----_-___ E __ i -I IIS__®________________________-- 1 I I I 1 FOYER 1111 1 ; 5" STEP I E ENTRY EL. +19.25 NAVD � ' I I TOP OF SLAB PORCH 1 I (+20.35 NGVD) I SLOPE 2" 7' 1111 ' I I ! I__-____-_-.____________, f,.®__®_______---____---______.._.__.____ I_ _____________________________.� \\ _`_______________________________EL. +18.83' NAVD � ___5„ TOP OF SLAB STEP (+19.93' NGVD) ` w SOUTHWEST PORCH -_-- ------------- �_- �-�--------------------�----� __------- EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) 1 I i 1 I I I I I REFRIGERATOR --14" SV DOWN BAIT ELEVA f (�R EL. +18408' 1 I k ! I I k I l i _-_-__ ,---_-_--_- NAVD! TOP 0 1 PIT ._ _ t,__...._ SLA I ___ _ +19.18 NG II D I. 11 18'-0" DW illl i 1 I I i I i PORCH I I KITCHEN O t tr—I ; i SINK I E--�—NM� _DW Illi l UoWQ� ------------ I I I I I I 1 1 -------- r -r --_--__--- 1 1 i i I E I I 3 1 i I I I I I INST , 4L CONDUIT IFO ! I 1 ISLAOJ j I I I E I I I I I I -----------I I i i I DINING EL. +19.25' NAVD TOP OF SLAB (--20.35' NGVD) 10'-0" SLOPE 2'_ 16'-0" 5'-3" TOOF 7'-6" 4'-8" 7'-2„ 18'-10" ____________________________ I 18'-0" 5'-3" 6'- 4" "BREAK AWAY" HVAC SLAB 014 GRADE HVAC of �T rr ; N II #8 FIREPLACE 9'-2 1/2" HVAC 00 1-C'4 t1ii3!IiiiiIiitiitI IIIiitk€iIEEIEfIIIII .._____.___...._......_____...._.__...._______ _______---_-....___________________ ________________---_----- _ ___.__....._....._....�I111aIiIIikt3iiII .....zIi31ItIii!t11iiI __-_----____ ___-- .__.__.___.._.___. -.._--___.--_ __ I 1 I I I E I I LIVING i l 1 EL. +1 9.25l' 1 I INSTALL CONDUIT FOR TOP OF I SLAB \-r ;ELECTRICAL FLO(J (+20.35 NGVD) I 1 OUTLETS 111 ' 1 (VERIFY w/ OWNEIRI� I I ! I------------------ _____.____ I I I E 1 1 i f I I I I I I t I ! i E I I E t I I I E I I E I I ! i E --__--__--__--_ _ 5„ �3 I STEP c,41 SOUTHEAST I 1 0 PORCH ! o II J � N ii I, I, II __-- ---- 77 EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) 24'-0" MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN. SCALE: 1/4" = V-0" NOTE: SEE ARCHITECTURAL INDICATES RECESS INDICATES RECESS SHEET A-6 FOR ADDITIONAL TOP OF SLAB 4" LLLJ TOP OF SLAB Y, CONCRETE FOUNDATION SLAB DIMENSIONS. 10 13'-0" 12P-4" GRILL 5" STEP SLOPE 2'_ +18.83' i' NAVD 1'I I TOOF SLAB .l +1 .93' ;II NGVD)---------------------------------- ____________________________ I i t I I I I I SLOPE 2" + _ t i I i I EAST PORCH I I " 75i STEP SLOPE 2" i t Q I I ' -- I J_ __________________________________ ____ I I ll__.----------------------------------- --------- - I w EL. + 18.83' NAVD -------- ------------ I 1 e TOP OF SLAB 5,p i 11 (+19.93' NGVD) STEP Iq 0 I o!@ aaggz _--__ _-. 13'-0" 0 EL. +18.67' NAVD EDGE OF SLAB (+19.77' NGVD) EL. +18.67' NA EDGE OF SLAB (+19.77' NGVD) EL. +18.67' NAVD EDGE OF SLAB (+19.77' GVD) 00 i� N N Ln I d- W Cn a Oji 0 0 N Q O WaU "UW O O 00 CL Cf) p N t Q cy)M E--�—NM� Q o UoWQ� o W H0 N N D W Q = (n 0 o W U� �o ol�W�WWLI.IXL CL U) Q U) LLJ OW wW�_ U_�UU)Wo �� —IF ap Q -co W W N QW u_� C) � 2000 j u_ -J NW= Z 0- W Cn a Oji 0 0 LIJ LL WaU "UW 2 Q Qm SmU WIZ Z"Q � J W a O m N W E S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE FOUNDATION SLAB DIMENSION PLAN SHEET 2 OF 17 03/01 /2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSIIASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707, cckathe mail m WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE , '� ,� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE �Id � �� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 368 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL H 0 U S F= C 0 N C R E T E G R A D E B E A M GRADE BEAM MARK SIZE w x d BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES BOTTOM TOP MIDDLE BAR SIZE SPACING GB -1 16" x 18" EL. +17.75' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -2 16" x 24" EL. +17.25' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -3 16" x 20" EL. +17.58' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -4 16" x 18" EL. +17.17' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -5 16" x 18" EL. +17.17' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -6 16" x 24" EL. +17.25' 4-#6 4-#6 - #3 6" O.C./12" O.C. GB -7 12" x 24" EL. +17.25' 3-#6 3-#6 - #3 6" O.C./12" O.C. CLEAR COVER SCHEDULE DESCRIPTION TOP BAR BOTTOM BAR HOUSE GRADE SLABS 11 2" 2" HOUSE GRADE BEAMS 2" 3" PILE 0 TYPICAL BEAM STIRRUP 8c TIE TYPES C H E D U L E REMARKS TYPE 2 1 INTERIOR AT SLAB 2 EXTERIOR EDGE 2 AT 5" STEP-DOWN 2 PORCH STEPS 2 PORCH EAST EDGE 2 N/S ELEVATOR 2 1 WEST ELEVATOR SECT. N0. REF. 2/S-4 5/S-4 3/S-4 8/S-4 9/S-4 5/S-3 NOTE: PROVIDE STD. 90° BENDS AT TOP REINFORCING STEEL AT ALL GRADE BEAM EXTERIOR ENDS AND INTERSECTIONS. PILE SPAN #6 TOP REINFORCING 4'-0" MIDDLE 4'-0'> CONTINUOUS OVER PILE CAP 3 STIRRUPS © 6" O.C. #3 STIRRUPS © 12" O.C. 3 STIRRUPS © 6" O.C. t i l l TSI I I I I I I I I I I I I I I I I I I II 1 1 1 1 1 1 PILE CAP #6 BOTTOM REINFORCING REINFORCING CONTINUOUS FROM PILE CAP TO PLIE CAP 16"0 AUGERCAST 16"0 AUGERCAST PILE 3Z PILE NOTE: SEE SECTIONS FOR SPECIAL STIRRUP SPACING CONDITIONS GRADE BEAM STIRRUP SPACING TYPICAL 900 BEND ZZ70 4 BAR DIAMETERS OR 21/2" MIN. TYPICAL 1800 HOOK 2 SECTION 2 SCALE: 1/2" = 1'-0" �. WIDTH cn o- m Qw m~ w N :E �Q 0 STD HOOK EMBEDMENT LENGTHS BAR SIZE TOP REINF. ALL OTHER REINF. #4 10" 7" #5 13" 9" #6 14" 10" #7 17" 12" HOOK EMBEDMENT LENGTH SCHEDULE n Li 0 3pcs #3 TIES © 3" O.C. AT TOP OF PILE PILE CAP, SEE SCHEDULE \-16"D AUGERCAST NOTES: PILES, SEE DETAIL 1/S-3 1) 'H' DENOTES 180" HOOK AT BOTH ENDS OF ALL BARS 2) SEE PILE CAP PLAN ON SHEETS S-1 FOR DIMENSION`, TO CENTERLINES OF PILE CAPS. PILE CAP SCHEDULE 0 I i� 0 REINFORCING -I MARK LENGTH WIDTH DEPTH LONG SHORT � 1 PC 2'-0" 2'-0" 2'-0" 3-#5 3-#5 0 2PC 7'-0" 2'-0" 7 2'-0" 4-#6H 8-#5 Q PILE CAP SCHEDULE o 3 DETAIL S-3 SCALE: N.T.S. 0Cq 0 I i� 0 -I p% Q m � o LL. o I I ro 0 Q o r- UoWQ�t 7 UQ in Q LIJ I o m 0Cq mU_ I ~NZ)Ed' o I co 16"0 AUGERCAST AUGERCAST PILE I 24 DEPTH 2'-0„ "2_PC" PILECAP D E TA I L SCALE: 1/2" = 1'-0" 3pcs #3 TIES © 3" O.C. AT TOP OF PILE EL. +17.58' NAVD TOP OF PILE VERTICAL #5 REINFORCING BARS FROM THE AUGERCAST CONCRETE PILE SHALL HAVE STD. 90° HOOKS OR BEND OVER INTO THE PILE CAP. EXTEND VERTICAL #5 PILE REINFORCING BARS 24" MINIMUM ABOVE TOP OF PILE. (TYPICAL ALL LOCATIONS). 16"0 AUGERCAST PILE w/ 7-#5 x 35-0" LONG w/ #3 TIES © 12" O.C. #3 TIES © 12" O.C. PILE SECTION SCALE: 3/4" = 1'-0" EL. -16.00' NAVD (EL. -17.10' NGVD) BOTTOM OF PILE TYPICAL 16"0 AUGERCAST PILE 1 DETAIL S-3 SCALE: N.T.S. GYPSUM DRYWALL ASSEMBLY AS PER ARCHITECTURAL PLANS AND SECTIONS #4 © 12" O.C. TEMPERATURE REINFORCING #5 © 12" O.C. BOTTOM #5 @12" O.C. TOP w/ STD 90` BEND 1/3 SPAN OF EINFO CING 2-#4 SUPPORT EL. +19.25' NAVD,,i, TOP OF SLAB (+20.35' NGVD) 7" STRUCTURAL CONCRETE-/�j SLAB N GB -6 EL. +17.25' NAVD BOTTOM OF GRADE BEAM o EL. +17.00' NAVD TOP OF PILE EL. +16.67' NAVD BOTTOM OF PILE CAP 3pcs #3 TIES © 3" O.C._Z1 AT TOP OF PILE 7-#5 x 35-0" w/ #3 TIES AT 12" O.C. ELEVATOR PIT WATERPROOFING DESIGNED BY OTHERS BEND OVER #5 VERTICAL PILE REINFORCING AND I. LAP 12" MINIMUM w/ II SLAB REINFORCING ;I EL. +18.08' NAVD II TOP OF ELEVATOR PIT SLAB 5'-1 1/2" N ELEVATOR 8"t ELEVATOR PIT SLAB REINFORCED w/ #5 © 12" O.C. TOP AND BOTTOM, EACH WAY 5'-10" 1'-4" 2'-0" 16"0 AUGERCAST CONCRETE PILE INSPECTION 1. PILES SHALL HAVE A MINIMUM DIAMETER OF 16" AND SHALL PROVIDE A MINIMUM SAFE BEARING CAPACITY OF 40 TONS, ALLOWABLE TENSION CAPACITY OF 9 TONS, AND LATERAL. CAPACITY OF 6 TONS. 2. FORM THE CAST IN PLACE PILE BY DRILLING A HOLE IN THE GROUND WITH A HOLLOW STEM CONTINUOUS FLIGHT AUGER TO THE SPECIFIED TIP ELEVATION INDICATED ON THE PLAN. PUMP 5000 PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE TIP INTO THE CAVITY FORMED. AS THE AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, AND SHALL BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND LATERAL EARTH PRESSURES. THE INSTALLED CONCRETE GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN EACH PILE IS EQUAL TO OR GREATER THAN THE CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. AUGERED PILES SHALL NOT BE INSTALLED WITHIN SIX PILE DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE FILLED WITH CONCRETE GROUT LESS THAN 24 HOURS OLD. IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROPS, THE PILE SHALL BE REJECTED AND REPLACED. 3. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. 4. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. 5. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLTION COMPLIES WITH THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGERED PILE WORK. GRADE BEAMS, WALLS AND SLABS AT ELEVATOR PIT r5__SECTION S-3 SCALE: 3/4" = 1'-0" 1/2"0 THREADED—ROD CONNECTION SYSTEM AS PER STRUCTURAL SHEET S-16 DOUBLE 2"x4" SPF NO.2 STUDS © 12" O.C. 2"x2"x1/8" PLATE WASHER AND COUPLER NUT „ NOTE: DRILLED AND EPDXIED 1/2"0x10" HOT DIPPED GALVANIZED THREADED STUDS MAY BE SUBSTITUTED FOR THE CAST -IN-PLACE ANCHOR BOLTS. 2 x4 P.T. SYP No.2 #5 @ 12" O.C. BOTTOM BASE PLATE W/ 1/2 "OX1 O" HOT DIPPED GALVANIZED #5 @ 12" O.C. TOP ANCHOR BOLT W/ 2"x2"x1/$" w/ STD 90° BEND PLATE WASHER @ 24 O.C. 2-#4 SUPPORT #4 @ 12" O.C. TEMPERATURE REINFORCING 7" STRUCTURAL CONCRETE GB -6 SLAB "`-1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS © 6" O.C. FIRST 4'-0" EACH END, THEN © 12" O.C. AT MIDDLE "\� 2' -0"x2' -0"x1' -2"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3-#5 EACH WAY ABOVE PILE \\\-16"O AUGER CAST PILE PER DETAIL 1/S-3 SEE PLAN FOR LOCATION SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SCHEDULES AND NOTES m 3 SHEET 3 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C_ KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21,7-47C7 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathepgmail,com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL W p% Q m � o LL. c0NoO N m, = Q o r- UoWQ�t 7 UQ Q LIJ W 0 m 0Cq mU_ =O _0 ~NZ)Ed' Lu co -o 0_U) QwwI- X U) w _ u- uj W U_ W Q o W® C�QWWN Q� WEE LL 4 �0 2Oo�rn U- N W = Z a- SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SCHEDULES AND NOTES m 3 SHEET 3 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C_ KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21,7-47C7 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathepgmail,com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL W p% Z� W LL. Q = W= U UQ Q LIJ L11 m mU_ Nz SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SCHEDULES AND NOTES m 3 SHEET 3 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C_ KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21,7-47C7 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathepgmail,com 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL INTERIOR #5 @ 12" O.C. TOP #5 @ 12" 0. C. TOP #4 @ 12" O.C. TEMPERATURE 7" STRUCTURAL REINFORCING CONCRETE SLAB 7" STRUCTURAL CONCRETE SLAB 113 SPAN TOP EIN ORCING 1 /3 SPAN TOP REI FOI G 2 EAST COVERED PORCH FAMILY ROOM 9" ICF WALL SYSTEM w/ ° 4" CONCRETE CORE w/ INTERIOR 1-#4 HORIZONTAL @ 32" O.C. e 1-#5 VERTICAL @ 12" O.C. - ALTERNATE SIDE ORIENTATION FILL SOLID w/ 3000 psi WATERPROOFING (PROVIDE FIRST BAR 1'-0"f CONCRETE. SEE STRUCTURAL #5 @ 12" O.C. TOP #5 @ 12" O.C. TOP DESIGNED BY ABOVE SLAB) SHEET S-6 FOR ICF WALL 7" STRUCTURAL #4 @ 12" O.C. TEMPERATURE OTHERS 7" STRUCTURAL LAYOUT CONCRETE SLAB REINFORCING CONCRETE SLAB Q a 1-#5 VERT. DOWEL @ 12" O.C. 113 SPAN TOP EIN ORCING 1 3 SPAN TOP EI FORCING 7 STRUCTURAL #5 @ 12" O.C. BOTTOM w/ STD 90° BEND INTO GRADE / / CONCRETE SLAB N J BEAM ALIGNED w/ ICF WALL 2-#4 2- 4 SUPPORT #5 @ 12" O.C. TOP REINFORCING ABOVE # w/ STD 90° BEND I _ULP4RI _ _ _.._-_. ____.._ _._.. EL. +19.25' NAVD:_. _._ _.. .__ j EL. +19.25' NAVD TOP OF SLAB SLOPE 2 _ TOP OF SLAB (+20.35 NGVD) - EL. +18.83 NAVD co TOP OF SLAB #4 @ 1 2 0. C. -� TEMPERATURE REINFORCING #5 @ 12" O.C. BOTTOM PILE CAP, SEE SECTION , 3pcs #3 TIES @ 3" O.C. NOTE: PROVIDE 2-#6 TOP 90° CORNER 2/S-4 AT TOP OF PILE BARS (INTERIOR/EXTERIOR) AND 2--#6 BOTTOM 90° CORNER BARS OUTLINE OF GRADE BEAM 1'-4" 16"0 AUGER CAST PILE (INTERIOR/EXTERIOR) AT EACH GRADE BEYOND, SEE SECTION PER DETAIL 1/S-3 BEAM CORNER AND INTERSECTION 2/S-4 2'_0" SEE PLAN FOR LOCATION INTERIOR SINGLE PILE AND STRUCTURAL SLAB SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"t ABOVE SLAB) #4 @ 12" O.C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING W/ STD 90° BEND 1 /3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" � — TOP OF SLAB _ • #4 @ 12" O.C. EL. • #5 @ 12" O.C. BOTTOM TEMPERATURE Y BO +18.25' MOF NAVD ' REINFORCING BOTTOM OF SLAB EL. +17.75 NAVD BOTTOM OF GRADE BEAM#4 @ 12" O.C. TEMPERATURE REINFORCED w 1'-4" 1'-4"w x 1'-8"d GRADE BEAM REINFORCING 4- 6 TOP AND 1'-4"w x 1'-6"d GRADE BEAM 4-#6 BOTTOM w/ #3 STIRRUPS 1 _4 7" STRUCTURAL GB -1 REINFORCED w/ 4-#6 TOP AND ©6" O.C. FIRST 4'-0" EACH END CONCRETE SLAB 4-#6 BOTTOM w/ #3 STIRRUPS � GB -3 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE #5 @ 12" O.C. TOP THEN @ 12" O.C. AT MIDDLE #5 @ 12" O.C. BOTTOM 40" EL. +17.58' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST INTERIOR GRADE BEAM AND STRUCTRURAL SLAB � SECTION —#4 Q 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#4 HORIZONTAL @ 32" O.C. 2 #4 SUPPORT EL.+ 0'-0" � � S_I.PP.ORT _ __.__ _ � - __...-_... -_ _.___ .-. � �: ,� EL. +19.25' NAVD TOP OF SLAB U T_ o N 00o Q TOP OF SLAB (PROVIDE FIRST BAR 1'-0"f T_ N W M Q� , w CONCRETE. SEE STRUCTURAL (+20.35' NGVD) N o �- #5 @ 12" O.C. BOTTOM „ #4 12 O.C. 1 \ D E2d i� 3-#5 EACH WAY Lu Q LAYOUT TEMPERATURE CSI ABOVE PILE a EL. +17.58 ' NAVD REINFORCING O.C. TOP REINFORCING _ __ J 17- PIL OFL. #5 @ 12" O.C. � 90° BEND 1 /3 SPAN OF REINFOR ING ..II. W • ° N BEAM ALIGNED w/ ICF WALL EOP +17.25' NAVD BOTTOM WLL ---- '� BOTTOM OF PILE CAP U rz a . Q 2' -0"x2' -0"x2' -0"d PILE J GRADE BEAM REINFORCING J m (n W C) CAP AT SINGLE PILE, U) CONTINUOUS THROUGH SEE PLAN FOR LOCATIONS Q EAST COVERED PORCH FAMILY ROOM 9" ICF WALL SYSTEM w/ ° 4" CONCRETE CORE w/ INTERIOR 1-#4 HORIZONTAL @ 32" O.C. e 1-#5 VERTICAL @ 12" O.C. - ALTERNATE SIDE ORIENTATION FILL SOLID w/ 3000 psi WATERPROOFING (PROVIDE FIRST BAR 1'-0"f CONCRETE. SEE STRUCTURAL #5 @ 12" O.C. TOP #5 @ 12" O.C. TOP DESIGNED BY ABOVE SLAB) SHEET S-6 FOR ICF WALL 7" STRUCTURAL #4 @ 12" O.C. TEMPERATURE OTHERS 7" STRUCTURAL LAYOUT CONCRETE SLAB REINFORCING CONCRETE SLAB Q a 1-#5 VERT. DOWEL @ 12" O.C. 113 SPAN TOP EIN ORCING 1 3 SPAN TOP EI FORCING 7 STRUCTURAL #5 @ 12" O.C. BOTTOM w/ STD 90° BEND INTO GRADE / / CONCRETE SLAB N J BEAM ALIGNED w/ ICF WALL 2-#4 2- 4 SUPPORT #5 @ 12" O.C. TOP REINFORCING ABOVE # w/ STD 90° BEND I _ULP4RI _ _ _.._-_. ____.._ _._.. EL. +19.25' NAVD:_. _._ _.. .__ j EL. +19.25' NAVD TOP OF SLAB SLOPE 2 _ TOP OF SLAB (+20.35 NGVD) - EL. +18.83 NAVD co TOP OF SLAB #4 @ 1 2 0. C. -� TEMPERATURE REINFORCING #5 @ 12" O.C. BOTTOM PILE CAP, SEE SECTION , 3pcs #3 TIES @ 3" O.C. NOTE: PROVIDE 2-#6 TOP 90° CORNER 2/S-4 AT TOP OF PILE BARS (INTERIOR/EXTERIOR) AND 2--#6 BOTTOM 90° CORNER BARS OUTLINE OF GRADE BEAM 1'-4" 16"0 AUGER CAST PILE (INTERIOR/EXTERIOR) AT EACH GRADE BEYOND, SEE SECTION PER DETAIL 1/S-3 BEAM CORNER AND INTERSECTION 2/S-4 2'_0" SEE PLAN FOR LOCATION INTERIOR SINGLE PILE AND STRUCTURAL SLAB SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"t ABOVE SLAB) #4 @ 12" O.C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING W/ STD 90° BEND 1 /3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" � — TOP OF SLAB _ • #4 @ 12" O.C. EL. • #5 @ 12" O.C. BOTTOM TEMPERATURE Y BO +18.25' MOF NAVD ' REINFORCING BOTTOM OF SLAB EL. +17.75 NAVD BOTTOM OF GRADE BEAM#4 @ 12" O.C. TEMPERATURE REINFORCED w 1'-4" 1'-4"w x 1'-8"d GRADE BEAM REINFORCING 4- 6 TOP AND 1'-4"w x 1'-6"d GRADE BEAM 4-#6 BOTTOM w/ #3 STIRRUPS 1 _4 7" STRUCTURAL GB -1 REINFORCED w/ 4-#6 TOP AND ©6" O.C. FIRST 4'-0" EACH END CONCRETE SLAB 4-#6 BOTTOM w/ #3 STIRRUPS � GB -3 @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE #5 @ 12" O.C. TOP THEN @ 12" O.C. AT MIDDLE #5 @ 12" O.C. BOTTOM 40" EL. +17.58' NAVD BOTTOM OF GRADE BEAM GRADE BEAM AT EAST INTERIOR GRADE BEAM AND STRUCTRURAL SLAB � SECTION #5 @ 12 O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB OUTLINE OF GRADE BEAM BEYOND, - - -- SEE SECTION 5/S-4 GRADE BEAM REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 5/S-4 3-#5 EACH WAY ABOVE PILE 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 16"0 AUGER CAST PILE PER DETAIL J� EL. +17.08' NAVD TOP OF PILE ,4 EL. +16.75' NAVD BOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35-0" w/ 1/S-3, SEE PLAN FOR LOCATION l'-.4') #3 TIES AT 12" O.C. 1'-0" PILE CAP AT EDGE CONDITION SECTION SCALE: 3/4" = 1'-0" #5 @ 12" O.C. BOTTOM -J 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 48" @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 9„ #5 DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (IN TERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER 1/,"0 THREADED -ROD DOUBLE 2"x4" SPF NO.2 CONNECTION SYSTEM STUDS @ 12" O.C. 2"x4" P.T. SYP No.2 BASEL�7" R NUT PLATE w/ DRILLED AND/8" PLATE WASHER EPDXIED 1/2 "Ox12" HOT IX NUT DIPPED GALVANIZED THREADED IUCTURAL STUD AT EACH ALL-THREADTE SLAB CONNECTOR ROD LOCATION 2" O.C. TOP DRILL 10" AND EPDXYEL. +19.25' NAVD EL.+ 0'-0" TOP OF SLAB TOP OF SLAB _ (+20.35' NGVD) I� • • • • • j4EL. +18.67' NAVD BOTTOM OF SLAB I #4 @ 12" O.C. TEMPERATURE REINFORCING Y EL. +17.75' NAVD 7" STRUCTURAL BOTTOM OF GRADE BEAM CONCRETE SLAB 1 -4 1'-4"w x 1'-6"d GRADE BEAM #5 @ 12" O.C. BOTTOM REINFORCED w/ 4-#6 TOP AND GB -1 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR BEARING WALL wZ THREADED ROD CONNECTION SYSTEM SECTION SCALE: 3/4" 71)-0" #5 @ 12" O.C. BOTTOM #5 @ 12 0. C. TOP W/ STD 90° BEND 7" STRUCTU AL CONCRETE SLAB SLOPE " J 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL Q LAYOUT z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE ,4 EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) j4EL. +17.25' NAVD BOTTOM OF GRADE BEAM 8" CMU "BREAK -AWAY" WALL BELOW, SEE SHEET S-5 9„ -#5 VERTICAL DOWEL GRADE BEAM AT EDGE CONDITION COVERED PORCH STEP DOWN 9" rT-� SECTION #5 VERTICAL DOWEL FAMILY ROOM 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"t ABOVE SLAB) 7" STRUCTURAL CONCRETE SLAB #5 @ 12" O.C. BOTTOM #5 @ 12" 0. C. TOP w/ STD 90° BEND 01 #4 @ 12" TEMPERATURE REINFORCING 1'-4"w x 1'-8"d GRADE BEAM REINFORCED w/ 4—#6 TOP AND 4—#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE NOTE: PROVIDE 2-#6 TOP 90° 5 SECTION CORNER BARS (INTERIOR/EXTERIOR) AND 2—#6 BOTTOM 90° CORNER S-4 SCALE: 3/4" — 1'-0" BARS (INTERIOR/EXTERIOR) AT EACH', GRADE BEAM CORNER REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS .� EL. +18.67' NAVD EDGE OF SLAB 2 —6 LA L; I I #5 TOP "BENT BAR" >, @ 12" O.C. tq STONE TREADS AND RISERS AS PER ---- ARCHITECTURAL PLANS #4 @12" O.C. _ PATIO AS PER TEMPERATURE ----...---.—_. . --- --- -- ARCHITECTURAL PLANS REI FORCING L +17.17' NAVD BOTTOM OF GRADE_ #5 BOTTOM BEAM @ 12" O.C. j4EL. +16.50' NAVD BOTTOM OF STEPS 1'-4"w x 1'— "d GRADE BEAM 5—#4 HORIZONTAL REINFORCED w 4—#6 TOP AND 1'-4" 1'-2" 8" @ 8" O.C., CONTINUOUS 4—#6 BOTTOM w/ #3 STIRRUPS AROUND STEPS PERIMETER @ 6" O.C. FIRST '-0" EACH END, GB -4 THEN @ 12' O.C. AT MIDDLE GRADE BEAM AT COVERED PORCH STEPS 8 SECTION S-4 SCALE: 3/4" 1'-0" SCALE: 3/4" = 1'-0" a SOUTH COVERED PORCH 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT -1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE Li BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE SLOPE 2" EL. +19.75' NAVD TOP OF SLAB _jj� EL. +18.83 NAVD TOP OF SLAB EL. +18.25' NAVD BOTTOM OF SLAB 7#5 @ 12" O.C. TEMPERATURE NFORCING STRUCTURAL NCRETE SLAB " O.C. TOP #.C. BOTTOM EL. +17.58' NAVD BOTTOM OF GRADE BEAM 9" #5 VERTICAL DOWEL GRADE BEAM AT SOUTH COVERED PORCH_ STEP DOWN 6 SECTION S-4 SCALE: 3/4" = 1'-0" 7" STRUCTURAL CONCRETE SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. TOP W/ STD 90° END co #5 @ 12" 0. C. BOTTOM • 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB -5 GRADE BEAM AT EAST COVERED PORCH EDGE � SECTION SCALE: 3/4" = 1'-0" REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS EL. +18.67' NAVD EDGE OF SLAB Q 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#4 HORIZONTAL @ 32" O.C. Q0 N :Dp ZJ W Q 1-#5 VERTICAL @ 12" O.C. ALTERNATE SIDE ORIENTATION T_ o N 00o Q FILL SOLID w/ 3000 psi (PROVIDE FIRST BAR 1'-0"f T_ N W M Q� , w CONCRETE. SEE STRUCTURAL ABOVE SLAB) CD �- N = — Iz SHEET S-6 FOR ICF WALL #4 @ 12" O.C. NN D E2d Lu Q LAYOUT TEMPERATURE INTERIOR a z 1-#5 VERT. DOWEL @ 24" O.C. #5 @ 12" O.C. TOP REINFORCING - J � a w/ STD 90° BEND INTO GRADE W/ ST 90° BEND 1 /3 SPAN OF REINFOR ING ..II. W • ° N BEAM ALIGNED w/ ICF WALL WLL REINFORCING ABOVE 2-#4 SUPPORT U rz a . Q SEL. +19.25' NAVD EL.+ 0'-0" 'q' TOP OF SLAB TOP OF SLAB J 5 J m (n W C) 0 U) UJ (+20.35' NGVD) #5 @ 12 O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB OUTLINE OF GRADE BEAM BEYOND, - - -- SEE SECTION 5/S-4 GRADE BEAM REINFORCING CONTINUOUS THROUGH PILE CAP, SEE SECTION 5/S-4 3-#5 EACH WAY ABOVE PILE 3pcs #3 TIES @ 3" O.C. AT TOP OF PILE 16"0 AUGER CAST PILE PER DETAIL J� EL. +17.08' NAVD TOP OF PILE ,4 EL. +16.75' NAVD BOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35-0" w/ 1/S-3, SEE PLAN FOR LOCATION l'-.4') #3 TIES AT 12" O.C. 1'-0" PILE CAP AT EDGE CONDITION SECTION SCALE: 3/4" = 1'-0" #5 @ 12" O.C. BOTTOM -J 7" STRUCTURAL CONCRETE SLAB MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN 1'-4"w x 2'-0"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS 48" @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 9„ #5 DOWEL NOTE: PROVIDE 2-#6 TOP 90° CORNER BARS (IN TERIOR/EXTERIOR) AND 2-#6 BOTTOM 90° CORNER BARS (INTERIOR/EXTERIOR) AT EACH GRADE BEAM CORNER 1/,"0 THREADED -ROD DOUBLE 2"x4" SPF NO.2 CONNECTION SYSTEM STUDS @ 12" O.C. 2"x4" P.T. SYP No.2 BASEL�7" R NUT PLATE w/ DRILLED AND/8" PLATE WASHER EPDXIED 1/2 "Ox12" HOT IX NUT DIPPED GALVANIZED THREADED IUCTURAL STUD AT EACH ALL-THREADTE SLAB CONNECTOR ROD LOCATION 2" O.C. TOP DRILL 10" AND EPDXYEL. +19.25' NAVD EL.+ 0'-0" TOP OF SLAB TOP OF SLAB _ (+20.35' NGVD) I� • • • • • j4EL. +18.67' NAVD BOTTOM OF SLAB I #4 @ 12" O.C. TEMPERATURE REINFORCING Y EL. +17.75' NAVD 7" STRUCTURAL BOTTOM OF GRADE BEAM CONCRETE SLAB 1 -4 1'-4"w x 1'-6"d GRADE BEAM #5 @ 12" O.C. BOTTOM REINFORCED w/ 4-#6 TOP AND GB -1 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE INTERIOR BEARING WALL wZ THREADED ROD CONNECTION SYSTEM SECTION SCALE: 3/4" 71)-0" #5 @ 12" O.C. BOTTOM #5 @ 12 0. C. TOP W/ STD 90° BEND 7" STRUCTU AL CONCRETE SLAB SLOPE " J 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL Q LAYOUT z 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE N BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE ,4 EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) j4EL. +17.25' NAVD BOTTOM OF GRADE BEAM 8" CMU "BREAK -AWAY" WALL BELOW, SEE SHEET S-5 9„ -#5 VERTICAL DOWEL GRADE BEAM AT EDGE CONDITION COVERED PORCH STEP DOWN 9" rT-� SECTION #5 VERTICAL DOWEL FAMILY ROOM 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"t ABOVE SLAB) 7" STRUCTURAL CONCRETE SLAB #5 @ 12" O.C. BOTTOM #5 @ 12" 0. C. TOP w/ STD 90° BEND 01 #4 @ 12" TEMPERATURE REINFORCING 1'-4"w x 1'-8"d GRADE BEAM REINFORCED w/ 4—#6 TOP AND 4—#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE NOTE: PROVIDE 2-#6 TOP 90° 5 SECTION CORNER BARS (INTERIOR/EXTERIOR) AND 2—#6 BOTTOM 90° CORNER S-4 SCALE: 3/4" — 1'-0" BARS (INTERIOR/EXTERIOR) AT EACH', GRADE BEAM CORNER REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS .� EL. +18.67' NAVD EDGE OF SLAB 2 —6 LA L; I I #5 TOP "BENT BAR" >, @ 12" O.C. tq STONE TREADS AND RISERS AS PER ---- ARCHITECTURAL PLANS #4 @12" O.C. _ PATIO AS PER TEMPERATURE ----...---.—_. . --- --- -- ARCHITECTURAL PLANS REI FORCING L +17.17' NAVD BOTTOM OF GRADE_ #5 BOTTOM BEAM @ 12" O.C. j4EL. +16.50' NAVD BOTTOM OF STEPS 1'-4"w x 1'— "d GRADE BEAM 5—#4 HORIZONTAL REINFORCED w 4—#6 TOP AND 1'-4" 1'-2" 8" @ 8" O.C., CONTINUOUS 4—#6 BOTTOM w/ #3 STIRRUPS AROUND STEPS PERIMETER @ 6" O.C. FIRST '-0" EACH END, GB -4 THEN @ 12' O.C. AT MIDDLE GRADE BEAM AT COVERED PORCH STEPS 8 SECTION S-4 SCALE: 3/4" 1'-0" SCALE: 3/4" = 1'-0" a SOUTH COVERED PORCH 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT -1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE Li BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE SLOPE 2" EL. +19.75' NAVD TOP OF SLAB _jj� EL. +18.83 NAVD TOP OF SLAB EL. +18.25' NAVD BOTTOM OF SLAB 7#5 @ 12" O.C. TEMPERATURE NFORCING STRUCTURAL NCRETE SLAB " O.C. TOP #.C. BOTTOM EL. +17.58' NAVD BOTTOM OF GRADE BEAM 9" #5 VERTICAL DOWEL GRADE BEAM AT SOUTH COVERED PORCH_ STEP DOWN 6 SECTION S-4 SCALE: 3/4" = 1'-0" 7" STRUCTURAL CONCRETE SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. TOP W/ STD 90° END co #5 @ 12" 0. C. BOTTOM • 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE GB -5 GRADE BEAM AT EAST COVERED PORCH EDGE � SECTION SCALE: 3/4" = 1'-0" REINFORCED 12"x12" CMU COLUMN BEYOND w/ BRICK FINISH AS PER ARCHITECTURAL PLANS EL. +18.67' NAVD EDGE OF SLAB N rF*� w E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE d� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND `" '`� ' � FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL Q 0 W Q0 N :Dp ZJ W Q Cy) T_ o N 00o Q o Va T_ N W M Q� , w o W_ CD �- N = — o � {— NN D E2d Lu UQ0�� - J � a LLI o" Q ..II. W L Z WLL U rz U cn Q o J 5 J m (n W C) 0 U) UJ Q W LL 4 -'0 2Ooarn LL —Qj�NW= Z a - N rF*� w E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE d� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND `" '`� ' � FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL Q 0 W 0� :Dp ZJ W LL Q = W=U UQ Q LJJ w m mU_ m �- N Z N rF*� w E S SCALE: 3/4" = 1'-0" 1' 2' FOUNDATION SECTIONS AND DETAILS EL. +17.17' NAVD BOTTOM OF GRADE Sm4 BEAM SHEET 4 OF 17 8" CMU "BREAK -AWAY" WALL BELOW, SEE 03/01/2018 SHEET S-5 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 6213-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 217-4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathe@gmail.cbm 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE d� WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND `" '`� ' � FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 1-#4 HORIZONTAL @ 32 O.C. --\ ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) #4 @ 12" 0. C. TEMPERATURE INTERIOR #5 @ 12" O.C. TOP REINFORCING w/ STD 90° BEND 1 /3 SPAN OF REINFOR ING 2-#4 SUPPORT EL.+ 0'-0" TOP OF SLAB #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB -H 1'-4"w x 2'-0"d GRADE BEAM--/ Lo REINFORCED w/ 5-#6 TOP AND 5-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM w/ 1-#4 x 5-2" NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN RETAINING WALL FOOTING @ 5-4" O.C. 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90° BEND INTO GRADE BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 9"wide x 4"high CONCRETE CURB w/ 1-#4 CONTINUOUS I GRADE 0 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE a 1'-4" GRADE BEAM AT EDGE CONDITION w/ BREAK -AWAY WALL BELOW � SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) BEACH BATH #5 @ 12" O.C. TOP SHOWER w/ STD 90° BEND, - EACH END #4 @ 12" O.C. TEMPERATURE REINFORCING EL. +18.92' NAVD TOP OF SLAB #4 SUPPORT BARS AS REQUIRED i� 7" STRUCTURAL' / /. #5 @ 12" O.C. CONCRETE SLAB BOTTOM 1'-4"w x 2'-0"d GRADE BEAM GB -2 REINFORCED w/ 5-#6 TOP AND 5-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM 8"x8" CMU BOND BEAM w/ 1-#4 x 5-2" w/ 1-#4 x 5-2" 1-#4 VERTICAL DOWEL 3 COARSES MAXIMUM w/ STD 90` BEND 8" CMU "BREAK -AWAY" WALL INTO FOOTING w/ 1-#4 VERTICAL @ 32" O.C. @ 32" O.C. FILL CELLS SOLID 8"x16" CONCRETE FOOTING w/ CONCRETE w/ 2-#4 x 5-2" GRADE BEAM AND SLAB AT BEACH BATH STEPDOWN � SECTION SCALE: 3/4" = 1'-0" NOTE: INSTALL BREA -AWAY WALL IN 5'-4" LONG SEGMENTS. d a CMU COLUMN BEYOND w/ 9" ICF WALL SYSTEM w/ BRICK FINISH AS PER K) ,j� EL. +17.08' NAVD Y TOP OF PILE ,I- �l EL. +16.75' NAVD ARCHITECTURAL PLANS ALTERNATE SIDE ORIENTATION 4" CONCRETE CORE w/ - Ir"TOP OF SLAB a EL. +18.67' NAVD 1-#5 VERTICAL @ 12" O.C. EDGE OF SLAB GB -5 LQW Li- 9" ICF WALL SYSTEM w/ d4" FILL SOLID w/ 3000 psi CONCRETE CORE w/ -- EL. +17.17' NAVD '� BOTTOM OF GRADE BEAM CONCRETE. SEE STRUCTURAL o BEAM \/ I o— HOLD CONCRETE FILL DOWN M SHEET S-6 FOR ICF WALL Q GRAD w:E TO ALLOW FOR INTERLOCKING cl- SHEET S-6 FOR ICF WALL Q LAYOUT \\GRADE BEAM ABOVE � a z 1-#5 VERT. DOWEL @ 12" O.C. (DQ 8" CMU "BREAK—AWAY" WALL ' w/ 1—#4 VERTICAL @ 32" O.C. W/ STD 90° BEND INTO GRADE 8"x16" CONCRETE FOOTING N • Lo BEAM ALIGNED w/ ICF WALL ,j� EL. +19.25' NAVD TOP OF SLAB Lu N REINFORCING ABOVE � (+20.35' NGVD) 0 GB -2 EL. +19.25' NAVD PROVIDE TEMPORARY I TOP OF SLAB BRACING AS REQUIRED, or - W W (+20.35' NGVD) DESIGNED BY OTHERS. X U) �j 1/4 "x11/2 "w POLYSTYRENE OR W u - � N FOAM COMPRESSABLE BOND wUJ • ° BREAK JOINT EACH SIDE of U LEL. +17.25' NAVD W r' - o E_. J BOTTOM OF GRADE BEAM / o� Lij 5 Ji-mrl� HOLD CONCRETE FILL DOWN WC) ax< 2" FROM TOP OF CMU CELL 26" GRAD TO ALLOW FOR INTERLOCKING OF THE WALL AND MONOLITHIC GRADE BEAM ABOVE /\\//`00 �O5 LL Q�NW2 3 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL BREAK AWAY WEL _ 1'-4"`"/ 1-#4 VERTICAL @ 32" O.C. 4 D 8"x16" CONCRETE FOOTING w/ 2-#4 x 5-2" GRADE BEAM AT EDGE CONDITION w/ BREAK -AWAY WALL BELOW � SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 1'-0"f ABOVE SLAB) BEACH BATH #5 @ 12" O.C. TOP SHOWER w/ STD 90° BEND, - EACH END #4 @ 12" O.C. TEMPERATURE REINFORCING EL. +18.92' NAVD TOP OF SLAB #4 SUPPORT BARS AS REQUIRED i� 7" STRUCTURAL' / /. #5 @ 12" O.C. CONCRETE SLAB BOTTOM 1'-4"w x 2'-0"d GRADE BEAM GB -2 REINFORCED w/ 5-#6 TOP AND 5-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM 8"x8" CMU BOND BEAM w/ 1-#4 x 5-2" w/ 1-#4 x 5-2" 1-#4 VERTICAL DOWEL 3 COARSES MAXIMUM w/ STD 90` BEND 8" CMU "BREAK -AWAY" WALL INTO FOOTING w/ 1-#4 VERTICAL @ 32" O.C. @ 32" O.C. FILL CELLS SOLID 8"x16" CONCRETE FOOTING w/ CONCRETE w/ 2-#4 x 5-2" GRADE BEAM AND SLAB AT BEACH BATH STEPDOWN � SECTION SCALE: 3/4" = 1'-0" NOTE: INSTALL BREA -AWAY WALL IN 5'-4" LONG SEGMENTS. d a PORCH 7" STRUCTURAL CONCRETE SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. TOP — - - - w/ STD 90° BEND I ► CD #5 @ 12" O.C. - BOTTOM 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM w/ 1-#4 x 5'-2" 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90` BEND INTO GRADE BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 9"wide x 4"high CONCRETE CURB w/ 1-#4 CONTINUOUS ,LEL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) REINFORCED 12"x12 L CMU COLUMN BEYOND w/ 1,—g„ BRICK FINISH AS PER PORCH 7" STRUCTURAL CONCRETE SLAB #4 @ 12" O.C. TEMPERATURE REINFORCING #5 @ 12" O.C. TOP — - - - w/ STD 90° BEND I ► CD #5 @ 12" O.C. - BOTTOM 1'-4"w x 1'-6"d GRADE BEAM REINFORCED w/ 4-#6 TOP AND 4-#6 BOTTOM w/ #3 STIRRUPS @ 6" O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 8"x8" CMU BOND BEAM w/ 1-#4 x 5'-2" 1-#4 VERTICAL DOWEL w/ STD 90° BEND INTO FOOTING @ 32" O.C. FILL CELLS SOLID w/ CONCRETE 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 12" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET S-6 FOR ICF WALL LAYOUT 1-#5 VERT. DOWEL @ 12" O.C. w/ STD 90` BEND INTO GRADE BEAM ALIGNED w/ ICF WALL REINFORCING ABOVE 9"wide x 4"high CONCRETE CURB w/ 1-#4 CONTINUOUS ,LEL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) REINFORCED 12"x12 L CMU COLUMN BEYOND w/ I BRICK FINISH AS PER K) ,j� EL. +17.08' NAVD Y TOP OF PILE ,I- �l EL. +16.75' NAVD ARCHITECTURAL PLANS ALTERNATE SIDE ORIENTATION EL. +19.25' NAVD - Ir"TOP OF SLAB d EL. +18.67' NAVD ABOVE SLAB) EDGE OF SLAB GB -5 LQW Li- 9" ICF WALL SYSTEM w/ d4" J CONCRETE CORE w/ -- EL. +17.17' NAVD '� BOTTOM OF GRADE BEAM co o BEAM \/ I o— HOLD CONCRETE FILL DOWN M xQ 2" FROM TOP OF CMU CELL Q GRAD w:E TO ALLOW FOR INTERLOCKING cl- SHEET S-6 FOR ICF WALL OF THE WALL AND MONOLITHIC W \\GRADE BEAM ABOVE � z 1—#5 VERT. DOWEL @ 12" O.C. 3 COARSES MAXIMUM (DQ 8" CMU "BREAK—AWAY" WALL ' w/ 1—#4 VERTICAL @ 32" O.C. BEAM ALIGNED w/ ICF WALL 8"x16" CONCRETE FOOTING N w/ 2—#4 x 5-2" GRADE BEAM AT PORCH EDGE CONDITION w,/ BREAK -AWAY WALL BELOW 2 SECTION S-5 SCALE: 3/4" = 1'-0" FAMILY ROOM 48" ISOKERN VENTED FIREPLACE FIREPLACE HEARTH #4 @ 12" O.C. #5 @ 12" O.C. TOP TEMPERATURE w/ STD 90° BEND REINFORCING 1 3 SPAN OF REIN AN 2-#4 SUPPORT EL.+ 0'-0" TOP OF SLAB #5 @ 12" O.C. BOTTOM 7" STRUCTURAL CONCRETE SLAB iEL. +17.25' NAVD 1'-4"w x 2'-0"d GRADE BEAM z BOTTOM OF GRADE REINFORCED w/ 4-#6 TOP AND BEAM 4-#6 BOTTOM w/ #3 STIRRUPS 1'-4 1'-4"w x 2'-0"d GRADE BEAM " @ 6" O.C. FIRST 4'-0" EACH END, REINFORCED w/ 4-#6 TOP AND THEN @ 12" O.C. AT MIDDLE 4" GB -2 4-#6 BOTTOM w/ #3 STIRRUPS 3-#5 EACH WAY ABOVE PILE @ 6' O.C. FIRST 4'-0" EACH END, THEN @ 12" O.C. AT MIDDLE 3pcs #3 TIES @ 3" O.C. ATT P OF PILE 3 COARSES MAXIMUM 8" CMU "BREAK -AWAY" WALL 16"0 AUGER CAST PILE PER DETAIL w/ 1-#4 VERTICAL @ 32" O.C. 1/S-3, SEE PLAN FOR LOCATION 2'-7" INCREASE BREAK -AWAY FOOTING SIZE TO 8"x19"wide w/ 2-#4 x 5'-2" AT FLARED WALL CONDITIONS NOTE: PROVIDE KEYWAY CONSTRUCTION JOINT IN RETAINING WALL FOOTING @ 5'-4" O.C. #4 VERTICAL 2'-8" 2'-0" SPACING ---- EXPOSED SIDE-- 00 •..' i I y.. �.•.: It -- - - - - - - - - - - - - - - - - --------- j, SOIL SIDE #4 VERTICAL IN 1/2" CONTROL -CONCRETE FILL D PRE -FORMED JOINT CELL (TYPICAL) NEOPRENE GASKET 5'-4" FULL HEIGHT OF "BREAK -AWAY" WALL TYPICAL 5-4" "BREAK -AWAY' WALL SEGMENT DETAIL SCALE: 3/4" = 1'-0" 2"x4" P.T. SYP No.2 BASE PLATE w/ DRILLED AND EPDXIED 1/2 "Ox8" HOT DIPPED GALVANIZED THREADED STUD @ 24" O.C. #5 @ 12" O.C. TOP w/ STD 90° BEND EL.+ 0'-0" Ilk TOP ' 0"TOP OF SLAB - i #5 @12" O.C. BOTTOM ADD 4-#5x8'-6" BOTTOM @ 4" O.C. • 2"x4" SPF NO.2 STIAR SUPPORT STUDS @ 12" O.C. 2%2%1/8" PLATE WASHER #4 @ 12" O.C. TEMPERATURE REINFORCING ,L EL. +19.25' NAVD TOP OF SLAB (+20.35' NGVD) 7" STRUCTURAL CONCRETE SLAB SLAB AT STAIR SUPPORT STUDS � SECTION SCALE: 3/4" = 1'-0" GRADE BEAMS AND SLAB AT FIREPLACE � SECTION SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32" O.C. 0 K) ,j� EL. +17.08' NAVD Y TOP OF PILE ,I- �l EL. +16.75' NAVD cr ALTERNATE SIDE ORIENTATION �0 - (PROVIDE FIRST BAR 1'-0"± d ABOVE SLAB) 1,44" LQW Li- 9" ICF WALL SYSTEM w/ d4" CONCRETE CORE w/ N '� 1—#5 VERTICAL @ 12" O.C. co F– FILL SOLID w/ 3000 psi N M CONCRETE. SEE STRUCTURAL Q m cl- SHEET S-6 FOR ICF WALL o W Q LAYOUT � z 1—#5 VERT. DOWEL @ 12" O.C. " (DQ W/ STD 90° BEND INTO GRADE ' Q BEAM ALIGNED w/ ICF WALL d N `V REINFORCING ABOVE ry ,j� EL. +19.25' NAVD TOP OF SLAB Lu � (+20.35' NGVD) 0 GB -2 U�C I N GRADE BEAMS AND SLAB AT FIREPLACE � SECTION SCALE: 3/4" = 1'-0" 0 K) ,j� EL. +17.08' NAVD Y TOP OF PILE ,I- �l EL. +16.75' NAVD cr �0 - Q Cn BOTTOM OF PILE CAP 2' -0"x2' -0"x2' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 7-#5 x 35-0" w/ #3 TIES AT 12" O.C. 1,44" LQW Li- 1'-0" GRADE BEAMS AND SLAB AT FIREPLACE � SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" 1' _ 2' �• FOUNDATION SECTIONS AND DETAILS Sm5 SHEET 5 OF 17 02/09/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE INCOMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL. ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCECLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSON'lILLE BEACH, FLORID; 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21..7<4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathea�a gmail:co 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE � �,�� I�� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE �� '� �i ;��- WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 W cr �0 N Q Cn CO p LQW Li- 00 0- p N '� Q co F– N M CC) Q m U o W Q � " (DQ Q Illf— N NN ry Lu � O� U�C ry or - W W L X U) U) W u - OW wUJ of U U) W r' - o � J 5 Ji-mrl� WC) Q WN �O5 LL Q�NW2 Z 0- SCALE: 3/4" = V-0" 1' _ 2' �• FOUNDATION SECTIONS AND DETAILS Sm5 SHEET 5 OF 17 02/09/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE INCOMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL. ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCECLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSON'lILLE BEACH, FLORID; 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21..7<4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathea�a gmail:co 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE � �,�� I�� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE �� '� �i ;��- WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL 0 W cr �0 �ZJ LQW Li- ;> =U U< Q m W m N z Q � SCALE: 3/4" = V-0" 1' _ 2' �• FOUNDATION SECTIONS AND DETAILS Sm5 SHEET 5 OF 17 02/09/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE INCOMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC. ESTABLISHED IN SECTION 626-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL. ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCECLA AVENUE WITH CHAPTER 26, ANSI/ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSON'lILLE BEACH, FLORID; 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 21..7<4707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckathea�a gmail:co 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE � �,�� I�� INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE �� '� �i ;��- WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL BRACKET SUPPORTED ROOF,-\ SEE DETAIL ON SHEET S-15 1-#5 VERTICAL EACH SIDE OF OPENING, SEE DETAIL 1/S-8 1-#5 VERTICAL IN EACH CORNER, _ (TYPICAL) _- 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 12" O.C. AND 1-#4 HORIZONTAL @ 32" O.C. 1-#5 VERTICAL IN EACH CORNER, (TYPICAL) STOOP L-12 1 5'-4"dp 1 AT #3 STIRRUPS LU r€T ® 12" O.C. BR 1-#5 VERTICAL EACH L - SIDE OF OPENING, 2"k P T. SEE DETAIL 1/S-8 D( N 1 31i a� Ci �,' BEACH 1111 I BST, YYABOVE FR 1, _- 1-#5 VERTICAL,-�-- BELOW WINDOW SILL @ 12" O.C. SINK (TYPICAL) 1-#5 VERTICAL IN EACH CORNER, (TYPICAL) CL 1 9" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 12" O.C. AND 1-#4 11 HORIZONTAL @ 32" O.C. 1 5 VERTICAL EACH 1-#5 VERTICAL EACH SIDE OF OPENING, SEE DETAIL 1/S-8 1-#5 VERTICAL, BELOW WINDOW SILL @ 12" O.C. (TYPICAL) 2-#5 VERTICAL EACH 1-#5 VERTICAL EACH 1-#5 VERTICAL AT 1-#5 VERTICAL EACH SIDE OF OPENING, SIDE OF OPENING, WALL INTERSECTION 9" ICF CHIMNEY WALL SIDE OF OPENING, SEE DETAIL 2/S-8 SEE DETAIL 1/S-8 (TYPICAL) SYSTEM w/ 1-#5 VERTICAL SEE DETAIL 1/S-8 ©12" O.C. AND 1-#4 - 2- 5 VERTICAL IN POOL EQUIPMENT HORIZONTAL @ 32" O.C. # SHO R 1 - ----___-- THIS CORNER TRASH- HVAC HVAC -1 BM -1 L-11 L 1 L-11 L-11 Cl 8y," wide C1 _ - 2'-V/2"dP /i� _ 2'-7/,"dP 2'-7'/z"dP -® === ; + CAMBER -- =-- r- - - - ! #3 S _ #3 STIRRUPS #3 STIRRUPS �- #8 #3 STIRRUPS II - r 4- I ®12"-O:c,__ }--- a,G- - - - - - - - - - - -- --------- -� ----------------------- c • A - CLOSET .- I 'ICAC)'`- 8 'PICT L VEST INTERIOR BE lR G WALL _D_OU B_LE 2" 4' �. -No.2 BENCH -ST IDS @ 12'j-O.C. -FASTEN INTERI'QR'\` BEARING �W4LL TQ`�y 1 ICF WALLS EES DETAIL 6/Sf-8 , STAIR 17/M C LAUNDRY .1.-#5 ...VERTIC_AL, -4_ BELOW WINDOW (TYPICAL) PANTRY j 2) 2 x 8,' (2 2--x- 2 ICF WALL FRAMING PLAN. (+0") FLUSH BEAM ELEVATOR EQUIPMENT -- SINK 1 j ill (3)2i"x4�FULL HT. 1 1 1 ! I§ I STUQS SACH END 1 I i Iii j ,.�----^ w.�J POWDER/ --_._--__.___. I 1 111!1 ! CLOSET --a -. ---------=-r-+ =Q- - e -- • • • • • • _ 2)2 x6�______ 2M)2 x$T'-___- (1)2"x4" JACK (1)2"x4" JACI,F STUD EACH END S 'D EACH END 1 (-20") (-20'y ELEVATOR 'x4" J EACH -20") -# ICF WALL FRAMING PLAN. SCALE: 1/4" = 1'-0' W 1 1 1 1 1 1 i 2-#5 VERTICAL EACH SIDE OF OPENING, W --a -. ---------=-r-+ =Q- - e -- • • • • • • SIDE OF OPENING, SEE DETAIL 1/S-8 a o 2) ALL INTERIOR ELEVATOR BEARING :----rte ---_------- - ------------------ SEE DETAIL 2/S-8 '/2 CDX PYWOOD CEILING w/ DBL 2"x4" SYP No.2 TO 111 00 oO o @ 8" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. DIAPHRAGM. FASTEN w/ 8d WQ 3) ALL FLOOR BEAMS SHALL BE 111'1 :1 1I! I 1 1 1 FOYER COMMON WIRE NAILS @ 6" O.C. „ EDGES AND 6 O.C. FIELD. ~ 11I I1 I! 1 1 I 1 m` : m ENTRY ! ; 11'I .'3:Q . �t 'nom J. Y o? �� ' ° ! 1 ' I 61/ "dx12"w IN -WALL 2 CONCRETE COLUMN EACH PORCH J NN ' ®! 1 1 SIDE OF OPENING, SEE 11 1 1 1 1+ 1 1 1 DETAIL 3/S-6 1aTv 1 '.. - -------------- r---� ----------=------------------ - _ 12 CMU 45° CORNER I COLUMN, SEE DETAIL 2/S-6. _ _ __ _ I '�;� °� L-14 (TYPICAL 2 LOCATIONS )%°'.` 2pcs 2"x10" SYP No.2 VERTICAL STRUCTURAL #3 STIRRUPS."o.c.' MULL STUDS, SEE... ae DETAIL 5/S-6 �� o �,°,°,\ m�. SOUTHWEST v v� PORCH cq \\ \ 12" wide 12" wide +1/4" CAMBER +1/4" CAMBER ' /2 CDX PYWOOD CEILING I '--------_-_ _-------- FASTEN w 8d : t _ = e ---= -=_----_------------ DIAPHRAGM. -_ / C2 �,:j, a-_---___--- =---------__ COMMON WIRE NAILS @ 6" O.C. O --- - EDGES AND 6" O.C. FIELD. C1 12"x12" CMU COLUMN w/ 1-#5 VERTICAL IN EACH CORNER, SEE DETAIL 1/S-6. (THIS 1 LOCATION) NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. FRAMING NOTE: GENERAL CONTRACTOR TO COORDINATE LOCATION OF FRAMING MEMBERS WITH HVAC DUCT WORK AND ELECTRICAL FIXTURE LOCATIONS. NOTE: SPLICE ALL MULTI -PLY 2"x8" HEADERS TOGETHER w/ 4 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER NOTE: SPLICE ALL MULTI -PLY 11.25" MICROLAM LVL FLOOR BEAM' TOGETHER w/ 5 ROWS 12d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER I _051 GRILL- - 00, 115/$" 12"x12" CMU COLUMN 00 - i�, .' - w/ 4-#5 VERTICAL AND O \ C1 Lo� #3 TIES @ 12" O.C. ° FILL SOLID w/ CONCRETE 12"x12" CMU COLUMN AT EAST COVERED PORCH AND SOUTHEAST COVERED PORCH 1 DETAIL S-6 SCALE: 3/4" = 1'-0" 1a ; ; ; ; - 1 1 ' ; CLEA ANCE I ' 1 W tl I I 85/$ "wide REINFORCED 1=" EN['OF WALL! E 2-#5 VERTICALIAT 6'/ "dx12"I I IN -WALL �' r X11 I�0 2-#� VERTIC�,4 1 1 1 I I 2 �^/ ' 1 3 ` I I CONCRETE BEAM AT I T IS END 1 1 (2 LdCATIONS) ; LINTEL BEAM BE 'RING I I a CONCRETE COLUMN, EACH SEE DETAIL 13/S-8 J ! ® ! I ! I 1 AT EACH I ELND ' `I 1= °� 1 ! 1' 1 1 1 1 I 1 1 SIDE OF OPEf�ING, SEE 1 M.� +1; I I 9"l 11 F INTERIOR WALL 1 1 ; 1 1 1 1 1 1 DET'AIIL 3/S-6 1 °I S Y;S E M -_�, VER TIIC;AL ! I I I I ! I' @ 11 C. AN1D -#4 1 1 I -- -----H-SRI 0 _TAL �-3 " 0. C 1 1 1 1 1 1 1 1 .. __________________ __________________ I I ! ! 1 .........5_.....L_-----_...._,.._..a.._..t.,.__......-._----_-'_-'-----_�_----_--__,.............,......_..._--__..,,.....-- ............._............---__ ... �...............-..-_-....-..-..-....-......................,.-..........,.-................._.....------ --- ..- .....- - i 1 --_ ------- ____ -.__ T --- _ _-__ -_-__--___.-_------------------ �� -------------------- ____-_-- _----------------' :: - I 1; CUlT1 B K IC 1 F AM A T 61/2"dx20" v, IN -WALL S -------------------------------------- -`t I REQUIRED TO10RI ECEIVE , 1 I ! I i ! , --` „€ I I ! I { CONCRETE COLUMN SEE W 2X11 -.T - l> P jNO, 2 1 1 1 1 1 l 1 1 1 1 I I C 1 DETAIIL 4/S-6 ; [ EL�V T CK NG. � i ! , i I ! ! I I I ! I I i € I I , ! ( I , LIVING (TYPICAL 2 LOCATIONS) " ]CDi i I! 3 1 € n! n 1i i„ OKITC N o 6C6 PT. SYP NQ. € ! !g t F SINK I 1 � OST w/ 1pc SIMR50N ABU66 11 11 11 M'a 1 I I r 1 1 --- 1 1 1 ! 1 1 2 x10 P.T.I SYP NO.2 I I 1 ! �dST BASE. DRILL! $" AND EPDXY >, >, QQOR BUCK II ! 1 1 DW 1111 11 I %1 Dx10 HOT DIPS' D GALVANIZED ; 1 1! THREADED STUD INTO FOUNDATION ' ' (TYPICAL) W 1 I I I ! !! 1 1 I I •• _1 ! EAST v m I 1.�_--_-_- __ I L___-_--___- _________________...__________________. • • 1 I ; i! FAST N INTER OR ELEVATORE __DETAIL_1 S-7. 2 LOCATIONS , ! -- _ ___- _ __,--------------- �__________________,�------------------ ------PORCH I I I " WALL T ICF 1WAL , SEE l 1 1 LOWER ICF WAL 12" TO 612 "x12" IN -WALL _ m °° +; I DE VIL - I RECEIVE FLOOR ! HEADER CONCRETE COLUMN,I EACH 1 1 I 2-# VERTICAL BEAM, EACH E1f�D S�IOE OF OPENING, ; 5'EE N 1 I I a ! I i '' IL5 VERTICAL EACH CELL. FILL ID w/ CONCRETE 3-#5 VERTICAL AT CENTER CELL. FILL SOLID w/ CONCRETE 12" CMU 45° CORNER COLUMN AT SOUTHWEST COVERED PORCH r2-�DETAIL S-6 SCALE: 3/4 - 1'-0" Imo AT1T IS END 1 1 1 ' 1 1 1 I DEITAIL 3 S-6 1!' I I 12"x12" CMU COLUMN w/ !� i l ! I ! 2 x 10 P. T.1 1 1 1 / 1 1 ;. 1 i" ® 1- ! VERTICAL I EACH 1 I I 1 1/ °� 1 + F �, 1 I 1 1-#5 VERTICAL IN EACH # SYP NO.2 CK 6 2 dx12 � ! IN -WALL 1 J 14, I I I CORNER SEE DETAIL 1 S-6. SI OF OPEMIING, ; 1 I I CONCRETE COL6N, EACH 1 I I 6 1-#5 VERTICAL AT I I I TYPICAL 9 LOCATIONS SE . _DETAIL __1` S--8 __� _.. L____ - ___ I _.__._' END OF VIVVALL 3 I SIDE OF OPENING, SEE � I I ( ) - Pcs f :4 f -------- - -_= TYPICAL- 1 TA11L 3/S-6 - -------- SIMPSON ( i -1 D E - - _____W_ os __-____ F$�-'� __-____ POS --------- � � MGT_...______ .._.________�__,__ ..-.-_ __.._.....-___ ABOV-----------------(.. ______________ _ , ! t ! � 6 x12 IN -WALL (3)1.75' x11.25' 2.0E* L , \ , 2 MICROLAM LVL "- ---- _ _ -SIM ON •• !'E------------------------------------__ _ �: - , CONCRETE COLUMN I, 12" LUG �- 1 HEADER BEAM AT M w 2-y/�'5 VERTICAL - .- I € BEAM 1 : A A _ I E CH F CE 4 -L- - 4 -- L 4 • il•I #3 TIRR PS #3 T1RR PS a 11 2-#5 VERTICAL IN 111 I -1 it !'..:.. s" o.c. e" o.0 11: 1 1 THIS CORNER r „ Lu I ABOVE 1i :1 11; i 1 w I a 1 I I I SOUTHEAST i i I !I ! as .� �� DINING 1 1. Oxo PORCH 1'° 1 1 1 .3 °� � 1 It 11 I `° N 1 1„ 1 1° Y + 11 1!' i I .N I 11, 1 1 m 11 I I 1' 14t.BM=2. BM=2 BM=2 I I 1 1 1 BM -1 11 I I 12" wide 12" wide 12" wide 1 1 1 8V2 wide 1 1 ' t' +Y4" CAMBER - - _ NO CAMBER ==--- +'/4 CAMBER +'/4" CAMBER I - - - - - - - - - - - - - ! ------------------- ------------- --------------- -- ----- 1 1-#5 VERTICAL, BELOW WINDOW SILL @ 12 O.C. C 1)_ ___-- - (TYPICAL) f 6 12"x12" CMU COLUMN w/ 1/2" CDX PYWOOD CEILING 85/$"wide REINFORCED ' �.aQ 5 1-#5 VERTICAL IN EACH DIAPHRAGM. FASTEN w/ 8d CONCRETE BEAM, CORNER, SEE DETAIL 1 /S-6. COMMON WIRE NAILS @ 6" O.C. SEE DETAIL 13/S-8 O s;� T A;�� ABOVE (TYPICAL 9 LOCATIONS) EDGES AND 6" O.C. FIELD. 1-#5 VERTICAL EACH L-15 1-#5 VERTICAL EACH 12"wide REINFORCED SIDE OF OPENING, 2'-7'/,"dp SIDE OF OPENING, CONCRETE BEAM, SEE DETAIL 1/S-8 #® 12 D.C. SEE DETAIL 1 /S-8 SEE DETAIL 13/S-8 FIRST LEVEL 9" ICF WALL FRAMING PLAN. SCALE: 1/4" = 1'-0' W [� d. 1) ALL INTERIOR LOAD BEARING WALLS SHALL BE CONSTRUCTED w/ ad O DBL 2"x4" SYP No.2 TOP P ATE, DOUBLE 2"x4" SPF No.2 STUDS W --a -. ---------=-r-+ =Q- - e -- °o a @ 12" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. I a o 2) ALL INTERIOR ELEVATOR BEARING WALLS SHALL BE CONSTRUCTED =U I• ° w/ DBL 2"x4" SYP No.2 TO PLATE, 2"x4" SPF No.2 STUDS 00 oO o @ 8" O.C., AND 2"x4" P.T. SYP No.2 BOTTOM PLATE, U.N.O. O WQ 3) ALL FLOOR BEAMS SHALL BE 2.0E MICROLAM LVL BEAMS AS MANUFACTURED BY TRUS JOIST MacMILLAN OR EQUAL. HTS24 MSTA24 MGT INDICATES INTERIOR BEARING WALL BM_ INDICATES CONCRETE BEAM AS ~ PER DETAILS ON SHEET S-8 _= INDICATES HEADER BEAM INDICATES '/2" CD PLYWOOD FB _ INDICATES 2.0E MICROLAM LVL N ❑ FLOOR BEAM. SEE PLAN FOR SIZE WQ CEILING DIAPHRAGM L-1 INDICATES ICF LINTEL BEAM, SEE (+0") INDICATES TOP OF INTERIOR STRUCTURAL SHEET S-9 FLOOR BEAM FLUSH w/ FLOOR TRUSSES A INDICATES 1pc SIM SON MGT J (-20") INDICATES TOP OF INTERIOR x INDICATES 1pc SIM SON HTS24 FLOOR HEADER BEAM BELOW TOP TWISTED STRAP OF SIMPSON OF FLOOR TRUSSES MSTA24 FLAT STRt P O INDICATES MASONRY COLUMN AS C# • INDICATES 1/2 "0 TF READIED ROD PER STRUCTURAL SHEET S-6 SEE STRUCTURAL SHEET S-16 1 pc SIMPSON A35 TOP AND BOTTOM, EACH SIDE. FASTEN w/ 12-8d x 11/2" COMMON WIRE NAILS. u° WIND❑W A35 INTERIOR EXTERIOR 61/2 "x20" IN -WALL CONCRETE COLUMN 4-#5 VERTICAL EACH FACE 2"x10" P.T. SYP No.2 DOOR BUCK 2"x10" P.T. SYP No.2 DOOR BUCK EXTERIOR 12 3" 6" 3" 1-#4 HORIZONTAL @ 32" O.C. 9" ICF INTERIOR WALL SYSTEM 61/211x12" IN -WALL CONCRETE COLUMN AT DOOR/WINDOW OPENING rT-� DETAIL S-6 SCALE: 11/2" = 1'-0" 12" 3" 6" 3" 1-#4 HORIZONTAL EACH FACE, @ 16" O.C. W [� NO N ad O c. CO W --a -. ---------=-r-+ =Q- - e -- 0o 1 d d 9" ICF INTERIOR WALL SYSTEM 61/211x12" IN -WALL CONCRETE COLUMN AT DOOR/WINDOW OPENING rT-� DETAIL S-6 SCALE: 11/2" = 1'-0" 12" 3" 6" 3" 1-#4 HORIZONTAL EACH FACE, @ 16" O.C. 9 „ 1 c-�. INTERIOR WALL SYSTEM 61/2 "x20" IN -WALL CONCRETE COLUMN AT DOOR/WINDOW OPENING 4 DETAIL S-6 SCALE: 11/2" = 1'-0" '/2" CDX PLYWOOD--/ \-- 2pcs 2"x10" SYP No.2 MULL STUDS WALL SHEATHING SPLICE TOGETHER w/ 3 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER VERTICAL CENTER MULL AT FIRST LEVEL FOYER WINDOWS 5 DETAIL S-6 SCALE: 11/2" = 1'-0" W [� NO N ad O ! CO W --a -. ---------=-r-+ =Q- - e -- 0o 1 d C A. d = <m =U 9 „ 1 c-�. INTERIOR WALL SYSTEM 61/2 "x20" IN -WALL CONCRETE COLUMN AT DOOR/WINDOW OPENING 4 DETAIL S-6 SCALE: 11/2" = 1'-0" '/2" CDX PLYWOOD--/ \-- 2pcs 2"x10" SYP No.2 MULL STUDS WALL SHEATHING SPLICE TOGETHER w/ 3 ROWS 12d COMMON WIRE NAILS @ 12" O.C., EACH LAYER VERTICAL CENTER MULL AT FIRST LEVEL FOYER WINDOWS 5 DETAIL S-6 SCALE: 11/2" = 1'-0" N rFNN W E ks... ")S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC, ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckafhe@ r11ai! tom , a ,3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL W [� NO N Q O 00 CO W LL 0o N\I C = <m =U i- N M 00 oO Q t- U O WQ N Z O COO ~ ❑ CI = - E - N ❑ d- WQ = coo0 W U J 0,--� Q W w LLX Z W _ u " ❑ W W U ti �J U 0� W ti �JI-Go _U Wo ❑¢AWN co r-1W-)� Q � �OoCLrn j LL Q J N W 2 Z 0- N rFNN W E ks... ")S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC, ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckafhe@ r11ai! tom , a ,3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL W [� O W LL Q = =U UQ Q LJJ W m m_U N Z Z � N rFNN W E ks... ")S SCALE: 1/4" = 1'-0" 2' 4' 8' MAIN HOUSE FIRST LEVEL ALL REINFORCIN PLAN Sm6 SHEET 6 OF 17 03/01/2018 BUILDING PERMIT ISSUE 1. THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS CHRISTOPHER C. KATHE, INC, ESTABLISHED IN SECTION 62B-33 FLORIDA ADMINISTRATIVE CODE. CONSULTING STRUCTURAL ENGINEER 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE 420 OSCEOLA AVENUE WITH CHAPTER 26, ANSI ASCE 7-12 "MINIMUM DESIGN LOADS FOR BUILDINGS JACKSONVILLE BEACH, FLORIDA 32250 AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED (808) 2174707 WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. cckafhe@ r11ai! tom , a ,3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND FL P.E. 36820 OTHER STRUCTURES" MENTIONED IN NOTE 2. SIGNATURE IN BLUE INK RAISED SEAL