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1927 Beach Ave Permit RES18-0010 DWGSN - y ° 4'6" 7'0"8 1 8'11"8 '1 22'8" ATTENTION: CONTRACTORS, CREWS AND FRAMERS is the responsibility l ilder, building conlraore, handled contractor, r) G I k I Sons F— — — — — — — — — — — — — - r — — — — — — — — — — — — — I I m m _ Gi J All -1 M 9111V metal plate connected wood trussesto protect life and property. Refer to HIB -91 summary i 1 n (D> c0 C Z T D � r- 0T p r- 0 0 A n°'cnG) Do not cut or alter trusses. Any questions or discrepancies should be directed P.O. Box 12267 to Lumber Unlimited at 904-356-5440 prior to erection or modification of any trusses. M -r z0mn W> ? Lumber Unlimited is not liable for any "back charges" unless approved by one of (904) 356-5440 CONV FRAME FLOOR 01 0 CONV FRAME FLOOR I 1 Z A� O 0 Z 70 —I p 0 = G) Z r cn 0<C 0OCnD< BM -1 �. mo0n m000 D� Zo<�=iZ7 p�GZj.ZD7 ZJ<(n� rflm. C00r-rG)0 m(� oon � M �7XN� r'D0-n �r ��-n� Z 0zI I I I m0 0o m< m D Wo S D A A � r m n w cmn a' p D Cmn o Z I 1 o .ZD7 w W O D =CnD p ZD N z I I Z pC/)0 cn m X r Z (� p D "o ^' m 0 0o cn F25 I I F2 ® r O r m 0 ZC C7 C/)w I I 24" OC ■ m m = n 111,7„ I I I —I0 71 r I I C/)Cn m I 1 71 I 1 16" OC p OT F24 I I I I V = � F3 w 00 W 0o W 00 W 00 00 00 0o D D a CONNECTION BY EOR r p N m on (D 00 rA Un W N aj mm M 0 M I I NNNNNNNNN•A O m < D A m v v v v J v v D 26 M 4 v v (n (n (n Un (n (Jt (P r- Cl)D Cn U7 CT -T1 K ' X X X X X X X > X X X STEEL BEAM BY EOR `� r- p1 p1 61 p1 p) � — m 7'4" 3'6" 5'8"8 18'34 O « r r 7 G r<- 7- r- r<- m w I I r r r 01- CID 3 rn w z m '— BM -3 I I F4 I 7 - BM -2 BM 2 I I 24" OC 1 m I W w BM -5 r C 1 m 2124" o 11 I I OC I I I I z X HF og 1 I I I I F6 I I F201 N 'r1 D C= C) D D M I I I I r -0 z D m m- D Z r Z �0 -U rz DTrTpr0 IF191 —BM -8 1 1 24" OC 1 00 r U)M 00Dz�'cnmz 1 I 1 1 I 1 F7 1 17 D Z� W�0= M K M 1 F18 1 F17 0 00 0 G7 m Co .(7 z 0 Z FS 1,9„g (n O` ZrmzOp� 000 p� W nM7�n F16 a 1F15I 0G70ZWM�.Tl I I I I N r=Il� C -n Cn = Cn *D DoW �DC7 Z N W m r p O a BM -9 1F14 I I N NN mO rim -mZm D :U BM -10 I r- �-IOX m< 0 C C m I N F9r J — 0 t� C: u) m T O � cn z I 1,8„ Cl)_ 0 Cn �1 C C) �a p �0 00 I N 1 I N �� X(n v N 1 I D p ( , ON m I I F13 rQ DZ O p M STEEL POST FROM IABOVL N AO 1 1 N O m 1' 2'9"8 ^ F12 STEEL BEAM BY EOR F10 I J=3=I I I w wIl m I I 1 I I I F11 F N O w I 1 I I (0 I I N N � � r N - y ° 4'6" 7'0"8 1 8'11"8 '1 (—W W ATTENTION: CONTRACTORS, CREWS AND FRAMERS is the responsibility l ilder, building conlraore, handled contractor, r) G I k I Sons I m = L - - - - - - - - - - - - - - - - - J ^ 11J/ m m _ Gi J N - y ° 4'6" 7'0"8 1 8'11"8 '1 (—W W ATTENTION: CONTRACTORS, CREWS AND FRAMERS is the responsibility l ilder, building conlraore, handled contractor, r) G I k I Sons trthe to ope ereclororeredion contractor) to properly receive,unload, store, handle, install and brace e e c e r& All -1 M 9111V metal plate connected wood trussesto protect life and property. Refer to HIB -91 summary sheet for bracing, storage, handeling, and installation instructions. Do not cut or alter trusses. Any questions or discrepancies should be directed P.O. Box 12267 to Lumber Unlimited at 904-356-5440 prior to erection or modification of any trusses. Jacksonville. FL 32209 Lumber Unlimited is not liable for any "back charges" unless approved by one of (904) 356-5440 our representatives before the work creating the charge is performed. v A A w 13'5" - - - - - - - - - - - - - -- v A v 01101, 0 n F39 11'11 BM -16 r - - - - - - - - -- - - - - -� C52 I I C53 C54 2 -PL 19'3"8 I I F27 I I � 24" OC F28 BM -15 --- A W QQ rcoc--arm DD M071 pmrC- 05 0 D(0 C Z m r r G� m r 0 0 mNz �G) mr z0mn cnzc�m mN0O�00M OGC nX= z-iro O Zo�M-Z-i�1 >C p�z> 'U�cnN) C00FOG�O m mm.. m 71 N) rn mCO71 m (0 Wo-�� _ >> rm n IP cwcmi� E:C_ > DM cn D CA) N)N)p m XNCO � 0 01 r 0 p r m 0 z Cn Cn Z C M T _ m m r p M 7- r co O U) M 0 M X 0> > M M m� D z r z ry �1 -� T O D O D -0 C= z D r r E:> C/) co Ell 1 - Z m mcn NDm WXOTMKM I) LLLLLL M Cl) co _ 1 0 On ■• �— II N N N N N N 0 r D ■_ SII I I � SII A W QQ rcoc--arm DD M071 pmrC- 05 0 D(0 C Z m r r G� m r 0 0 mNz �G) mr z0mn cnzc�m mN0O�00M OGC nX= z-iro O Zo�M-Z-i�1 >C p�z> 'U�cnN) C00FOG�O m mm.. m 71 N) rn mCO71 m (0 Wo-�� _ >> rm n IP cwcmi� E:C_ > DM cn D CA) N)N)p m XNCO � 0 01 r 0 p r m 0 z Cn Cn Z C M T _ m m r p M 7- r co O U) M 0 M X 0> > M M m� D z r z ry �1 -� T O D O D -0 C= z D r r E:> C/) co rf0� K K K K K K m� Z m mcn NDm WXOTMKM X -iCQ LLLLLL M Cl) ��Mmmpz00 DSC K�U) -Di O zCl) �O N N N N N N 0 r D zCXz --i i7 D iuJIMM 'MO I I vv�l�v�l p� O D G)0Mcci)�0 0 = m 00 =D zcn C/)X ��WDmm� Urn �D Tl r D Zit O �N Cn W rKrr1���0 m0 W 1 L I I 17- 0X(j)lzm C: ;u Z -G W ��q� 4TJ D O 0;U7 m -U C/5 cnOZ� m m 7- �r-o T r 0� DCG) oo� < < < G < to m z -1Cn v 00 O D C7 cn W 7- 1 z z N O F38 F37 A w 0 p o r 0 o X n r m m QQW^JMW D K K K K K K I I N I I N I I I I F33 LLLLLL T � rI 00 -J 01 Cn .P W X C N N N N N N 0 r D N I I vv�l�v�l c 1'8"8 1 Cn Cn Cn Cn Cn Cn �$ boy r n — ---—t----- 1 L I I I I 0 ��q� 4TJ OO 02 OOO Cn W c I N I I F34 m G r 00 W < < < G < M r r r- r- r- r- 0; I N I I -n O N N 1 r N O F38 F37 A w v i i o r 0 o n r m m r r r L ------------------N ------------------- r m m N 18'8"8 00 13'6" m m AT t ENTION: CONTRACTORS, CREWS AND FRAMERS o responsibility building wn, contractor, r) r 2 2 Sons C eis ere trthe to properlyre storer,lhandled )ror erection contractor) to properly receive,unloatl, store, handle, install and brace � I I C.r I I N I I N I I I I F33 rI I 24" OC I I 0 I N I I 1'8"8 1 FLUE I I F36 p� boy r — ---—t----- 1 L I I I I 0 ��q� 4TJ I N I I F34 m 00 W it M , , i 0; I N I I -n O 10 F38 F37 A w o L ------------------N ------------------- N 18'8"8 00 13'6" AT t ENTION: CONTRACTORS, CREWS AND FRAMERS o responsibility building wn, contractor, r) G l k l Sons eis ere trthe to properlyre storer,lhandled )ror erection contractor) to properly receive,unloatl, store, handle, install and brace e c e r& met plate connected wood trussesto protect life and property. Refer to HIB -91 summary she for bracing, storage, handeling, and installation instructions. Do )tcut or alter trusses. Any questions or discrepancies should be directed P.O. Box 12267 to L tuber Unlimited at 904-356-5440 prior to erection or modification of any trusses. Jacksonville. FL 32209 Lum er Unlimiled is not liable for any "back charges" unless approved by one of (904) 356-5440 our presentalives before the work creating the charge is performed. 3 172 TOP CHORD WILL BE 1/2" i/• BELOW CONV FRAMED CRICKET I DDm WND C= rcoc arm DD �rT-' C�r"0 D���o�� mZz m�n6)cn� �r zOmn cnzOc�oo �-Z < r m0 Z�a;r,0 �� p0�= G) rcn �CnO*NDm oxo D �X mo�nzm OGC OCnD< m00o _i=mom CC -i* ZCn o m DCn o �zD X< ZC�mO�-' CC/5 z oz myp� wD w.. C� DD o i�mm�m O W �m n cflm Arno D r�-m Li pG)pm�n�0 =� m =� w �' O W N) XD =�> o zD D��Dmm� CCCn� �D n O m X�r- z no —I r o N w w N M—rr°�Dpz0 p)) cn71 rD— O o M0 0 o co rf-m�m -; �Iv M0 � Cn m Dz o co o � D -n 170zm C) Z C (7Cn A—IOXwmGr = o C��C O M m m o cnC)�_ m D C7 D D D O� -nr ��0) Cn n I m m= �O 00� 0CY)� O< I O _ _ = m m� �z �„cn00 D Cn M m m n�' cn� r- > m O O (7 = D z �* D M =-1 -=i 70 O o ATTENTION: CONTRACTORS, CREWS AND FRAMERS It s the responsibility of the installer(builder, building contractor,licensed contractor, e odor or erection contractor) to properly receive,unload, store, handle, Install and brace rr stall plate connected wood lrussesto protect life and property. Refer to HIB -91 summary eelfor bracing, storage, handeling, and installation instructions. not cul or alter trusses. Any questions or discrepancies should be directed f Lumber Unlimited at 904-356-5440 prior to erection or modification of any trusses. Lmber Unlimited is not liable for any "back charges" unless approved by one of o r representatives before the work creating the charge is performed. Ti -n M C') 0 Gleckler &Sons P.O. Box 12267 Jacksonville. FL 32209 (904)356-5440 Ma �C(n0D 0) CA 46WNi �a W cnm�tn cncnzo=ao m Oma CL m to R.O n ?71 ia? CD c D i amicococG 0 CA) N00iWCO� 0CA00K)CA 0 0)000)0(0) N% -n W N V M a W N N tt� N n .+ 0 n�.�C�� N U rj� c Q. O -0O M -0 CD :2N PI O ?I O r7 fit 03 3 y c o t rD o00 m_ HC fD W � rh `r rF ID{n CO W n -d+ti n � tD O O Q. fD n N N N !D y Q. 00 to N .y� 0) 7C O 0' rD S ro FL IA -o n c n CDcr Cs D ° ID rD = v y D rD oMc et d CL m M m Q a -6. T Z y N ro � 0 N _ Q N O CL p� r+ ? r�r O Q. COq C O O 4 rD 4 t3� S Q o c 5 d o ro o M fl. o, — (A _ O O A fD 7C to r z� �m0 rM rn1n=aacz ®�rnoz ;'(>c>n NCZ�G7:tJ ao� ova n0 0mrn�= T fn O a o '� a mY nV) rn� �m zrn --r v O� .11M31SV3 I P� �cn s RZ i rr- C� (,kvM A1HOia sz) Ob HOH021 db 39HaHJ 1,1213W80A) �]AV H3V]9 )N ) DDmH z[zpO.n � " ONDN co z 0 CA iN3P Aycl 40 3903 i� tt� N n .+ 0 0, CR (01 _ U rj� c T N al Z W � W ttt I P� �cn s RZ i rr- C� (,kvM A1HOia sz) Ob HOH021 db 39HaHJ 1,1213W80A) �]AV H3V]9 )N ) DDmH z[zpO.n � " ONDN co z 0 CA iN3P Aycl 40 3903 Z ono E 0 NOIS083 f i 3,,9 � , �' ►t t a a t f f�C r t N 1 � \ 1 1 t i cn An - i� tt� U rj� T Z ono E 0 NOIS083 f i 3,,9 � , �' ►t t a a t f f�C r t N 1 � \ 1 1 t i cn An - tt� Z ono E 0 NOIS083 f i 3,,9 � , �' ►t t a a t f f�C r t N 1 � \ 1 1 t i cn An - ANGLE POINT OPPOS17E R-42 476.58 _ U) N81157'44"E o N _ N 0 f0 DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81-A16. JULY, 1989. Co CD Q ANGLE POINT OPPOSITE R-43 n I � � n 00 � o� I o Z n O rn Z w r Im T 111.6' I LOT 53 TTI I I -< Dcyi a I D FOUND 1/2" MW21. 2t 56 2t.7a ROD, NO CAP 1 �9. ' D NORTHING. 2,186,890.5 9 VN8 "E 187.; 0' IRON - T _ C-) Z EAS11NG530,656.0 9 2 •4 ,47 E '-•� D xx �1� zi 0.4' m 6' �v D f NC �p 'eL WOOD NCE � t 0• D 20' BUILDING 0 RESIMC, 710N UNE 21.1 O O t 20 0 ZO O 21.2' 20 py5 11 C D C LIMIT B -1 rr ww QN B� IT 0 LE V I _ q p 'n lid A z O 21.6 4 54 I Rj Cy C t ia,.52 21.49 X 21 • o O C7 z m I p N r� n I' iZFE A I V n ala Q10. r O 21.0 21-1 21.2' 20.6 0.6 6 FOUND 314 -IRON ROD, t 1 20 g 8 0.2' t NO CAP X OOD FE NORTHING. 2.186, 840 7 FASTING: 530,658.9 4Q'4 "II 83 x 2115 ( S89 40'37"W 1.85 11 I : 102.3' - 'I BENCH MARK. • C FOUND MAGNAIL & DISK (LB3672) I NEAR EAST EDGE OF PAVEMENT OF a BEACH AVENUE & 9.0' SOUTH OF SOUTH PROPERTY o o LOT 51 LINE ® 1927 BEACH AVENUE. ELEVATION 20.85 N.A. V.D. (1988) I 4 rq 102.3' N I � I 0 rn rn I I I I I I I ANGLE POINT OPPOSITE R-44 659 '2 MAP SHOWING SURVEY OF ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA L YING WESTERL Y OF THE EROSION CONTROL LINE AS ESTABLISHED BY PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. 1 �1 i 1 STORY FRAME RESIDENCE NO. 1931 8 ` tt•4 LIMIT OF x 15 BUILDABLE 1 ' AREA . / OUNQ -CUT p5 6 WO 2 TE WA y G Kh.51MICHON I E 1 z I 103.9'- 2 ST Y STUCCO N �, R IDNCE 1927 LO=19.56 9 .5E o N FNISHEDFOR 9g o o >aa SOURCES 18TH STREET DEPARTMENT OF NATURAL RE MONUMEN T NO. 72- 81- A 17. JUL Y, 1989. NORTHING: 2186220.9 FASTING: 530133.1 "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." CHECKED BY: FILE: 2017-1565 1 DRAWN BY: CL 2014-1156, 2015-197, p»E S1p�o3, REMAI S OF CONL BULKH D BURIED DUNESrq WALK X0.3 ` 4 tK. e 1 � x t4 - 1 Io (�_ 2 STORY FRAME I O RESIDENCE I OF l JIN REAUN 1 Iz 2 p»E S1p�o3, REMAI S OF CONL BULKH D BURIED DUNESrq WALK X0.3 ` 4 tK. r vv, . I PIPE, OCA ss.3 IRON - l ON x t x t4 - 1 Io (�_ 2 STORY FRAME I O RESIDENCE I Z NO. 1917 w 1 Iz 29.5' I - - - m I i m � I � I r I � I I rn I � I y I I � 1 I I i I I I BOATWRIGHT LAND SURVEYORS. inc. X .l 1 EACH I U E x8 x� WALK Xg x t4.5 x t4. ES x 14.5 4 1929) LEGEND OO DENOTES OLD POST LOCATION FOR REMOVED COVERED WALK THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTS/DE THE 0.27. ANNUAL CHANCE FLOODPLAIN) AND FLOOD ZONE "AD" (DEPTH 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031C0407H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. 1500 ROBERTS DRIVE NOTES 1. THIS /S A TOPOGRAPHIC SURVEY. Z BEARINGS BASED ON A CALCULATED LINE BETWEEN DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS 72-81-A16 AND 72-81-A17 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS OBSERVATIONS. J. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS RECORDED 1N 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 STATION 872-0291 (JACKSONVILLE BEACH, MHW = 210 (NAND 1988), TIDE RANGE = 5.07). 5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water line" means the line formed by the intersection of the rising shore and the elevation of 150 percent of the local mean tido/ range above local mean high water. 210 + (1.5 X 5.07) = 9.7 (NATIO 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 MARK USED IS MAGNATE &DISK (LB3672), AS SHOWN HEREON, HAVING AN ELEVATION OF 20.85 (N. A. V.D. 1988.) 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A & 59B 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 /S KIRK A. T01/EY. 10. GPS RUN USING SPECTRA PRECISION EPOCH 25 LI/L2 EQUIPMENT AND 7RlM8LE 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. 12 N.A. V.D. 1988 VERTICAL DATUM= N. G. V.D. 1929 V ERTICAL DATUM -1.102 FEET. x 0.2 X X x68 A VERA G17 INTEGRA TED GRADE= 79.73 (N.A. V.D. 19 88) 20.23 (N.G. V. D. ,0.2 0 IX ,O.t X ,0.2 X ,0.2 Q 10 20 40 SCALE: 1" = 20' D r� 1 D Z l O 1 1 z THIS SURVEY WAS MADE FOR THE BENEFIT OF KEVIN PARTEL AVERAGE INTEGRATED GRADE -JANUARY 2, 2018 ADDED N.G. V.D. 1929 DATUM -NOVEMBER 16, 2016 AVERAGE INTEGRATED GRADE- OCTOBER 10, 2016 DONN W. BOATWRIGHT, P.S.M. TOPOGRAPHIC UPDATE- FEBRUARY 26, 2015 FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 10/14/2014 ADDED BUILDING TIES TO THE PROPERTY LINE FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 JACKSONVILLE B.EACH-, FLORIDA DATE: AUGUST 29, 20141 __ i OF 1j (904)241-8550 NOTES, (1) INTENDED IN 5L AF- PREPARED FOR BUILDINGS THAT WILL CONFORM TG THE 2014 FLORIDA BUILDING CODE RE (2) THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, 9ESIDENTIAL, ARE AS FOLLOWS: A) MAX. NO. OF STORIES = (3) B) MAX. HEIGHT = 35' FROM GRADE (3) THE SNG OR INCOMPLETE T OR 15 RLS FO NOTES FOR COMPLIANCE TO THE CODE REGARDLESS OF ANY MI5 (4) THE BUILDING CONTRACTOR AND HIS 5U56ON7AGTRACTORS SHALL CONFORM TG ANY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS, AND CONDITIONS AND SHALL NOTIFY THE DESIGNER OF ANY D15GREPANCIES PRIOR TO PROCEEDING WITH HIS WORK. (5) THESE DRAWINGS ARE PREPARED FOR DESIGN AND STRUCTURAL REFERENCE ONLY. THE ELECTRICAL FLOOR PLAN 15 INTENDED TO ONLY SUGGEST LOCATIONS FOR FIXTURES, OUTLETS, AND SWITCHES. ELECTRICAL, MECHANICAL, PLUMBING, AND OTHER BUILDING SYSTEMS, IF ANY, ARE TO BE DESIGNED, ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS. (6) NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. (7) SUBSURFACE 501L CONDITIONS INFORMATION WAS NOT AVAILABLE PRIOR TO THE PREPARATION OF THESE DRAWINGS. THE FOUNDATION AND FOOTINGS ARE DESIGNED FOR A 2000 PSF 501L BEARING CAPACITY. CONTRACTOR SHALL VERIFY AND REPORT ANY DISCREPANCIES PRIOR TO PLACEMENT OF FOOTINGS. (8) FOOTINGS ARE TO 13EAR ON FIRM, LEVEL, COMPACT NATURAL SOIL, FREE OF DEBRIS OR LOOSE MATERIAL, OR UPON SUITABLE SOIL THAT HAS BEEN WELL TAMPED AND COMP CITED IN ACCORDANCE WITH THE 'FOUNDATION NOTES' AS SHOWN ON THE DRAWINGS. BUILDER 15 RES ONS15LE FOR INSURING THAT THE SOIL MEETS ALL APPLICABLE STANDARDS. (1) CONCRETE MASONRY UNITS SHALL BE ASTM-CcIO HOLLOW LOAD BE RING CONCRETE MASONRY UNITS, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI (10) ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM GOMPRESSIVIE STRENGTH @ 28 DAYS: A) SLAB ON GRADE -2000 PSI B) FOOTIN05-2000 PSI (11) STRUCTURAL STEEL SHAPES, PLATES, ETC... SHALL CONFORM TO A51'M-A56, "FB"= 24,000 PSI. "E"= 21-1,000,000 PSI. (12) V400D FLOOR JOISTS, CEILINGS, RAFTER, BEAMS AND HEADERS SHALL BE #2 OR BETTER SOUTHERN YELLOW PINE, KD 11, 545 SIZES. (13) IF ROOF OR FLOOR TRUSSES ARE USED, THE ENGINEERING AND MEMBER SIZES AND SPACING ARE THE SOLE RESPONSIBILITY OF THE MANUFACTURER. SECTION M1505 APPLIANCE ACCESS M1305.1 APPLIANCE ACCESS FOR INSPECTION SERVICE, REPAIR AND REPLACEMENT. APPLIANCES SHALL BE AOOE5515LE FOR INSPECTION, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES DEEP AND 30 INCHES WIDE (762 mm BY 762 mm) SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. INSTALLATION OF ROOM HEATERS SHALL BE PERMITTED WITH AT LEAST AN IS -INCH (457 mm) WORKING SPACE. A PLATFORM SHALL NOT BE REQUIRED FOR ROOM HEATERS. M1305.1.2 APPLIANCES IN ROOMS. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT OR SIMILAR SPACE SHALL BE AGCE55ED BY AN OPENING OR DOOR AND AN UNOBSTRUCTED PASSAGEWAY MEASURING NOT LE55 THAN 24 INCHES (610 mm) WIDE AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE IN THE SPACE, PROVIDED THAT A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES (762 mm) DEEP AND THE HEIGHT OF THE APPLIANCE, BUT NOT LESS THAN 30 INCHES (762 mm), AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE WITH THE DOOR OPEN. M1305.1.3 APPLIANCES IN ATTICS. ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGE -5T APPLIANCE, BUT NOT LE55 THAN ZG INCHES (762 mm) HIGH AND 22 INCHES (551 mm) WIDE AND NOT MORE THAN 20 FEET (601(b MM) LONG MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES (610 mm) WIDE. A LEVEL SERVICE SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (. r 62 mm) WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS 15 REQUIRED. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES (508 rnm BY 762 mm), AND LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. EXCEPTIONS: I. THE PASSAGEWAY AND LEVEL SERVICE SPACE ARE NOT REQUIRED WHERE THE APPLIANCE CAN BE SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. 2. WHERE THE PASSAGEWAY IS UNOBSTRUCTED AND NOT LE55 THAN 6 FEET (1821 mm) HIGH AND 22 INCHES (551 mm) WIDE FOR ITS ENTIRE LENGTH, THE PASSAGEWAY SHALL BE NOT MORE THAN 50 FEET (15250 mm) LONG. M1305.1.3.1 ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 31. M1305.1.4.1 GROUND CLEARANCE. EQUIPMENT AND APPLIANCES SUPPORTED FROM THE GROUND SHALL BE LEVEL AND FIRMLY SUPPORTED ON ,,\ CONCRETE SLAB OR OTHER APPROVED MATERIAL EXTENDING NOT LESS THAN 3 INCHES (76 mm) ABOVE THE ADJOINING GROUND. SUCH SUPPORT SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. APPLIANCES SUSPENDED FROM THE FLOOR SHALL HAVE A CLEARANCE OF NOT LE55 THAN 6 INCHES (152 mm) FROM THE GROUND. M1305.1.4.3 ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LUGATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPT.".CLE OUTLET SHALL BE INSTALLED AT OR NEAR THE APPLIANCE LOCATION IN ACGORDANCE WITH CHAPTER 31. M1307.2 ANCHORAGE OF APPLIANCES. APPLIANCES DESIGNED TO BE FIXED IN P051TION SHALL BE FASTENED OR ANCHORED IN AN APPROVED MANNER. IN SEISMIC DESIGN GATE50RIE5 DI AND 122, WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT CAUSED BY EART ,:QUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER ONE-THIRD AND LOWER ONE-THIRD . OF THE APPLIANCE'S VERTICAL DIMENSION' AT THE LOWER POINT, THE STRAPPIN(3 SHALL - MAINTAIN A MINIMUM DISTANCE OF 4 INCHE:> (102mm) ABOVE THE CONTROLS. (AI) COVER SHEET (A2) ARCHITECTURAL SITE PLAN - A (A3) ARCHITEC-TURAL SITE PLAN - B (A4) WEST, LAST, AND NORTH SIDE ELEVATIONS (A5) SOUTH ELEVATION AND GROSS SECTION A -A (A(b) CROS5 SECTIONS B -B, G -C, AND D -D (A7) FIRST FLOOR PLAN (A8) SECOND FLOOR PLAN (Acl) THIRD FLOOR PLAN (A10) FOUNDATION TEMPLATE (ATI) ROOF PLAN (Al2) CONSTRUCTION DETAILS -1 (A 15�-OONSTRt)�"ETA I L5-2 (A14) DECK ROOF FLASHING (AI5) WALL - WINDOW - DOOR FLASHING (A16) FIRST FLOOR ELECTRICAL PLAN (A17) SECOND FLOOR ELECTRICAL PLAN (AI8) THIRD FLOOR ELECTRICAL PLAN -------- RG IT GTUR L L r%%/ NCS (51, 52, 53, 54) PLANS BY OTHERS - - - STRUGTURAL 1D'rw%A: INC 5 - - ANY AND ALL ENOINEERINO VRA,-)NCf <E PRECEDENCE OVER ARCHITECTWAIL PROTECTION OP OPENINSS IN THE HIND BORNE DEBRIS AREAS: BUILDING SHALL BE DESIGNED AS FULLY ENCLOSED WITH THE USE OF EITHER "OPTION A" OR "OPTION B SHUTTER SPECIFICATIONS (NOTED BELOW). OTHERWISE, APPROVED IMPACT RESISTANT WINDOWS AND DOORS, CERTIFIED TO MEET EITHER MIAMI -RADE OR THE STANDARDS ESTABLISHED IN SECTION 8301 OF THE FLORIDA BUILDING CODE, RESIDENTIAL. SHUTTER SPECIFICATIONS: OPTION A WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16" (11.1 mm) AND A MAXIMUM SPAN OF 8 FEET (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE - AND TWO-STORY BUILDINGS. PANELS SHALL 5E PRECUT SO THAT THEY SHALL BE ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENINGS. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAG=E METHOD, AND ALL REQUIRED HARDWARE SHALL BE PROVIDED. PERMANENT CORROSION RESISTANT ATTACHII"IENT HARDWARE WITH ANCHORS PERMANENTLY INSTALLED ON THE BUILDING ,6,HALL BE PROVIDED AND DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING_ ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 WITH PERT'1ANENT CORROSION RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANGHIORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (10 058 mm) OR LESS WHERE WIND SPEEDS DO NOT EMCEED 140 MILES PER HOUR (58 m/e). R311.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OR FLOOR ON EACH OF EACH LANDING SHALL NOT BE LE55 THAN THE A MINIMUM DIMENSION OF 36 INCHES (914 mm) MEASURED EXTERIOR LANDINGS SHALL BE PERMITTED TO HAVE VERTICAL IN 12 UNITS HORIZONTAL (2 -PERCENT). EXCEPTION: EXTERIOR BALCONIES LE55 THAN 60 5OUARE FE DOOR ARE PERMITTED TO HAVE A LANDING LES DIRECTION OF TRAVEL. R 311.2 EGRESS DOOR AT LEAST ONE EGRESS DOOR SHALL BE PROVIDED DOOR SHALL BE SIDE -HINGED, AND SHALL PROVIDE mm) WHEN MEASURED BETWEEN THE FACE OF THE DEGREES (1.57 rad). THE MINIMUM CLEAR HEIGHT THAN 7,5 INCHES (1981 mm) IN HEIGHT MEASURED FROM BOTTOM OF THE STOP. OTHER DOORS SHALL NO DIMENSIONS. EGRESS DOORS SHALL BE READILY WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE EXCEPTION: BUILDINGS THAT ARE 400 SQUARE FEET (37 m2) CONJUNCTION WITH ONE- AND TWO-FAMILY REST AND WIDTH REQUIREMENTS OF THI5 CODE. SIDE OF EACH EXTERIOR DOOR. THE WIDTH DOOR SERVED. EVERY LANDING SHALL HAVE IN THE DIRECTION OF TRAVEL. A SLOPE NOT TO EXCEED 1/4 UNIT -T (5.6 m2) AND ONLY ACCESSIBLE FROM A THAN 36 INCHES (914mm) MEASURED IN THE FOR EACH DWELLING UNIT. THE EGRESS A MINIMUM CLEAR WIDTH OF 32 INCHES (813 DOOR AND THE STOP, WITH THE DOOR OPEN 90 OF THE DOOR OPENING SHALL NOT BE LE55 THE TOP OF THE THRESHOLD TO THE BE REQUIRED TO COMPLY WITH THESE MINIMUM OPENABLE FROM INSIDE THE DWELLING OR EFFORT. OR LESS AND THAT ARE INTENDED FOR USE IN ENCES ARE NOT SUBJECT TO THE DOOR HEIGHT R311.7.8 HANDRAILS. INC SHALL BE PROVIDED TO GUT OFF ALL HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT. PROVIDED IN WOOD -FRAME GONSTRUCTION HANDRAIL HEIGHT, MEASURED VERTICALLY FRO THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SL PE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 M). EXCEPTIONS: LEVELS. I. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE THE LOWEST TREAD. CONGEALED VERTICAL AND HORIZONTAL 2. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, THE TRANSITION FROM HAND AIL TO GUARDRAIL, OR USED AT THE START OR A FLIGHT, THE HANDRAIL HEIGHT AT 74E FITTINGS OR 5ENPIN05 SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT. UGT5, GABLES, AND WIRES AT GEILING AND R311.7.8.2 CONTINUITY. TO RESIST THE FREE PASSAGE OF FLAME HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POST' OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCH (35 MM) BETWEEN THE WALL AND THE HANDRAILS. CONSTRUCTION WHERE EXCEPTIONS: BELOW THE CONGEALED SPACE I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL P05T AT THE TURN. NOT EXCEED 1,000 SQUARE 2. THE USE OF A VOLUTE, TURNOUT, STARTING EA451NO OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. THE ASSEMBLY 15 8311.7.8.3 GRIP SIZE. AND A CEILING MEMBRANE ALL REOUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRA51FABI L I TY. STANCES: I. TYPE I. HANDRAILS WITH CIRCULAR GROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF QT LEAST 1 1/4 INCHES (32 mm) AND NOT GREATER THAN 2 INCHES (51 mm). IF THE HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 mm) AND NOT GREATER THAN 6 1/4 INCHES (160 mm) WITH A MAXIMUM GROSS SECTION OF DIMENSION OF 2 1/4 INCHES (57 mm). EDGE5 SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 mm). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4 INCHES (160 mm) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 mm) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 mm) WITHIN 7/8 INCH (22 mm) BELOW THE WIDEST PORTION OF THE PROFILE. T 115 REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 mm) TO A LEVEL THAT IS NO LE55 THAN 1 3/4 INCHES (45 mm) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4 INCHES (32 mm) TO A MAXIMUM OF 2 3/4 INCHES (70mm). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCHES (0.25 mm). - LAVATORY 5 1 1/2" MIN. OPTIONAL HANDRAIL SE TIONS ® ® 1 1/2" MIN. SKY'LT - SKYLIGHT R302.11 FIREBLOCKING. AL.LOHABL.E DEPL.ECTION OP STRUCTURAL MEMBERS B,G IN COMBUSTIBLE CONSTRUCTION, FIREBLOG INC SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPAGE. FIREBLOGKING SHALL BE PROVIDED IN WOOD -FRAME GONSTRUCTION IN THE FOLLOWING LOCATIONS. 252 I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INGLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS O STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT E CF_EDING 10 FEET (3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND GOVE GEILIN65. 3. IN CONGEALED SPACES BETWEEN STAR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, UGT5, GABLES, AND WIRES AT GEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION 81003.11. 6. FIREBLOGKING OF CORNICES OF A T O -FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 2nd. FLOOR OCEAN 510E R302.12 DRAF757OPPING. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR/GEILING ASSEMBLY, DRAFTST PS SHALL BE INSTALLED SO THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (12.1 m2). PRAF757OFFINO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE `l T - INTERIOR ASSEMBLIES UNDER THE FOLLOWING CIRGU STANCES: I. GEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF USS -TYPE OPEN -WEB OR PERFORATED MEMBERS. - RESIDENTIAL TABLE 8301.2.1.2 WIND-BORNE I EZR.I5 PROTECTION FASTENINS SCHEDULE FOR HOOD 57 ` OTURAL PANELS AB,G,D FASTEC` t TYPE PANEL SPAN 4 FOOT,-- 6 FOOT< S 4 FT. PANEL SPAN PANEL SPAN S 6 FOOT S 8 FOOT #8 WOOD 5GREW-B A5W ANCHOR ^'ITH 2 -INCH 16 10 8 ENIBFEDME''N_ LENGTH '10 WOOF 0-w-REW-5 5ED ANCHOR J 1 TH 2 -INCH I6 12 1 ETiBEC'"i=NT LEWSTH 114 LAG SCREW-5A5ED ANCHOR 'w• i T 2 - tNCA4 16 I6 16 =` -_ -=NIT LI`NGTH 51: 1 INCH = 25 2- -- OCT 3048 mm., I POUND = 4.448 N, I MILE PER HOUR 0.441 m/s. i A. THIS TG=_= S a_5 D ON 130 %"PN WIND SPEEDS AND 33 -FOOT MEAN ROOF r-= G--. FAr-. -- R5 S14A_L BE \5-A__=D AT OPPOSING ENDS Cr- THE WOOD S-�ALL BE LOCATED A MINIMUM OF I INCH =ROM T--_ C- OF --g_ FANi-L. 5;-4ALL =ENE-'?ATI=--20UGW THE EXTERIOR W/_LL COVERING _ TH AN _.ENG'- OF 2 NCHIES MINIMUM INTO THE BUILDING FRAME:. =ASTENFRS SHALL E` LCY-- = '11NIMUM OF 2 1/2 INCHES FROM THE EDGE O*-- CONSRETE BLOC! OR CG ': -E D. WI, -ERE PANELS :-RE ATTAG- TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACH=::: 'SING = R_- ON -RESISTANT ANC-44ORS HAVING A 1INIMUM ULTIMATE ::-=•CITY OF 1500 POUNDS. i OPTION 3 APPROVED 5HUTTER5 CERTIFIED TO MEET EITHER MIAMI -DAME OR FB.G. IMPACT TE5T5. SHUTTERS MAY BE ROLL DOhN, PANEL, AGGORDION OR OTHER APPROVED DESIGN TYPE. I AREA TABULATION AL.LOHABL.E DEPL.ECTION OP STRUCTURAL MEMBERS B,G Ist FLOOR HEATED 1580 2nd FLOOR HEATED 1'74q 3rd FLOOR HEATED 1627 MAIN HOIJX TOTAL HEATED 4q% QUIVER RM. HEATED 252 6UE5T WIN6 HEATED 1230 TOTAL HEATED 6438 S.P. TOTAL HEATED VOL" 59982 CU.FT. ENTRY 34 COVERED BREEZEWAY IT1 EXTERIOR 5TAIR --- 58 51,111t-11ER KITCHEN 118 5TORAEE 61 FOUR GAR 6ARA6E 1056 POOL EQUIPf✓ENT RM. THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM 6UE5T WING COVERED ENTRY 5q 6UE5T WIN6 UNCOVERED DECK ql NORTH 6UE5T COVERED BALCONY-- V 5OUTH 6UE5T COVERED BALCONY 81 Ist FLOOR OCEAN 510E DECK 514 2nd. FLOOR OCEAN 510E 525 COVERED BALCONY 3rd. FLOOR OCEAN 5112E REQ'D COVERED BALCONY --- - 5" UNDER ROOF TOTAL - - 978"1 TABLE 83011 AL.LOHABL.E DEPL.ECTION OP STRUCTURAL MEMBERS B,G STRUCTURAL MEMBER ALLOWABLE 10 DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/180 FINISHED CEILING ATTACHED TO RAFTERS BALCONIES (EXTERIOR) AND DECKS E INTERIOR WALLS AND PARTITIONS H/180 FLOOR5/GEILIN05 WITH PLASTER OR STUCCO FIN15H L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALL5--WIND LOADS (A) WITH PLASTER OR STUCCO FINISH H/360 EXTERIOR WALLS WITH OTHER BRITTLE FINISHES H/240 EXTERIOR WALLS WITH FLEXIBLE FINISHES H/120 (D) LINTELS SUPPORTING MASONRY VENEER WALL5 (E) L/600 NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.42 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L /60. FOR CONTINUOUS ALUMINUM STRUGTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVER, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. D. DEFLECTION FOR EXTERIOR WALL WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. E. REFER TO SECTION R703.7.2. R312.1.1 GUARDS WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 mm) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES (114 mm) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. 8312.2 HEIGHT. REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LE55 THAN 36 INCHES (114 mm) HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: I. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 mm) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES (III mm) IN DIAMETER. R301.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD SHALL BE A5 PROVIDED IN TABLE R301.5 . TABLE 8301.5 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN POUNDS PER 5aUARE FOOT) USE LIVE LOAD UNINHABITABLE ATTICS WITHOUT 5TORAGE B 10 UNINHABITABLE ATTICS WITH LIMITED STORAGE (5),(6) 20 HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 BALCONIES (EXTERIOR) AND DECKS E 40 FIRE ESCAPES 40 GUARDRAILS AND HANDRAILS (D) 200 (H) GUARDRAILS IN -FILL COMPONENTS (F) 50 (H) PASSENGER VEHICLE GARAGES (A) 50 (A) ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STA I RS 40 (C) FOR SI: 1 POUND PER SQUARE FOOT = 0.0471 kPa, I SQUARE INCH = 645 MM 2 , I POUND = 4.45 N. A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 -POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. B. UNINHABITABLE A771GS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS 15 LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB GONFIGURATIONS CAPABLE OF AGGOMMODATING AN ASSUMED REGTANGLE 42 INCHES HIGH BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED TG ACT GONGURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD AG71NO OVER AN AREA OF 4 SQUARE INCHES, WHIGHEVER PRODUCES THE GREATER STRESSES. D. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. E. SEE SECTION R502.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. F. GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE A55UMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. G. UNINHABITABLE ATTICS WITH LIMITED STORAGE AND THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOIST AND RAFTERS 15 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF AGGOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN THE PLACE OF THE TRUSSES. THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET:- 1. ET: -I. THE ATTIC AREA 15 ACCESSIBLE BY AN OPENING NOT LESS THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT 15 LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC 15 A MINIMUM OF 30 INCHES. 2. THE SLOPES OF THE JOI575 OR 7RU55 BOTTOM CHORDS ARE NO GREATER THAN.2 INCHES VERTICAL TO 12 UMTS HORIZONTAL. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS BOTTOM CHORD MEMBER DEPTH. THE REMAINING PORTIONS OF THE JOISTS OR 7RU55 BOTTOM CHORDS SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS THAN 10 1_15/177.2. H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TG EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE IN -FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. ADDITIONAL NOTES: (1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN THE 2014 FLORIDA BUILDING GODS, RESIDENTIAL, SECTION 8301 OR AN ENGINEERED DESIGN PER 8301.1.3 (2) THE BUILDING 15 LOCATED IN THE WIND BORNE DEBRIS REGION. THE DESIGN SHALL INCORPORATE IMPACT GLASS, ENGINEERED SHUTTERS, OR LABELED, SITE STORED, PLYWOOD SHUTTERS WITH PERMANENT, STRUCTURE AFFIXED, HARDWARE. (3) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED TO WITHSTAND THE WIND LOADS ASSOCIATED WITH THE "ULTIMATE" -_ DESIGN WIND SPEEDS PER SECTION 301.2.1.3. (4) THE BUILDING CATEGORY SHALL BE (11) AS PER ASCE 7-10, TABLE I - I. (5) THE BUILDING SHALL HAVE A WIND EXPOSURE CATEGORY AS DETERMINED BY THE ENGINEER'S FIELD SURVEY OF THE PROPERTY (6) THE BUILDING SHALL HAVE AN INTERNAL PRESSURE COEFFICIENT IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL, FOR A "FULLY ENCLOSED" BUILDING. (7) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED, AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS, IN ACCORDANCE WITH TABLE R301.2(2) OF THE FLORIDA BUILDING CODE, RESIDENTIAL. APPLY THE APPROPRIATE HEIGHT AND EXPOSURE COEFFICIENT FROM TABLE R301.2(3). (8) GARAGE DOORS ARE TO MEET DE51ON PRESSURES BASED ON THE FLORIDA BUILDING CODE AND (AE)CE 7-10) EXPOSURE CATEGORY. (9) SEE STRUCTURAL ENGINEERING SHEETS FOR DESIGN COMPLIANCE APPROX - APPROXIMATE H'CP - HANDICAPPED PR - POWDER ROOM 4 - AND H07 - HEIGHT PSF - POUNDS PER �J qq - AT HW - HGT WATER SaUARE FOOT d o HDR - HEADER F51 - POUNDS PER BM - BEAMjN („) _INCH ;3 SQUARE INCH ELK - BLOCK ;NGL - INCLUDE PLY'WD - PLYWOOD BD BLDG -BOARD -BUILDING INFO - iNFORMATiGN Ie oa oo BTR - BETTERID - INSIDE DIMENSION REQ'D - REQUIRED moAa A� �o w INSUL - INSULATE RM - ROOM CLO - GE I L I NG `l T - INTERIOR RECEPT - RECEPTACLE (p_ - CENTERLINE JT- J 'OINT RES - RESIDENTIAL COL - COLUMN .-- - "% -JOISTS R'S - RISERS GONG - CONCRETE °�o>, RD $ SH - ROD $ SHELF CONT - CONTINUOUS O LO � aOgo °p `oo° COMM - COMMERCIAL L - LAVATORY 5 - SOUTH GR5 - COURSE 1_7 - L i OHT . SKY'LT - SKYLIGHT _ - LIVE LOAD 5H - SHELF DL - DEAD LOAD SH'S - SHELVES D I AM OR ^- - DIAMETER i- AX - MAXIMUM STOP, -STORAGE DBL - DOUBLE '­IECH - MECHANICAL STL - STEEL DN -DOWN 1 .ET - METAL SU5P - SUSPENDED DWG - DRAWING MIN - MINIMUM DIM - DIMENSION MIR - MIRROR 7'5 - TREADS MISC - MISCELLANEOUS (TYP) - TYPICAL ELEC - ELECTRIC TBG - TONGUE 4 GROOVE EXP - EXPANSION N - NORTH EXT - EXTERIOR NTS - NOT TO SCALE VLT - VAULT NO -NUMBER FT (') -FOOT N1 - WITH FG - FIXED GLASS OPNG - OPENING W/O - WITHOUT FIN - FINISH OA - OVER-ALL FL -FLOOR OHM - OVERHEAD DOOR IST - FIRST 0/ - OVER FLUOR - FLUORESCENT OPT - OPTIONAL FTG - FOOTING FOUND - FOUNDATION GYP - GYPSUM SYMBOLS MALL SECTION GROSS-SE:GT I ONS DETAILS WALL SECTION NUMBER DIRECTION THAT THE SECTION IS TAKEN SHEET NUMBER ON WHICH THE SECTION IS DRAWN GROSS-SEGTION LETTER DIRECTION THAT THE SECTION IS TAKEN SHEET NUMBER ON WHICH THE SECTION 15 DRAWN DETAIL NUMBER SHEET NUMBER ON l lI I -,-----THE DETAIL 5 DRAWNGH DIRECTION THAT THE ELEVATION 15 TAKEN ELEVATION NUMBER SHEET NUMBER ON WHICH THE ELEVATION IS DRAWN TOP OF SLAB = G' -G" 7 TO\/E"'r RESIDENC..4F LOT 52, NORTH ATLANTIC ,GH, UNIT TWO ATLANTIC BEACH, DUVALY �(%U�1T, FLORIDA ON �J Z V) 0 Zo= O N Yr ♦ ♦ Z i V ll 0 w LLJ M 00 I.L000 (n0O W W 0U) LJ �r + DRAWN BY; KBG/BY ' i CHECKED BY: -� DATE: � 10/24/11 SCALE: J:; 5 NUMBER: REVISED: - DW6 NO: Al OF .a O � LO co O 5�5 � �J qq 0 � ) a d o I S o U. U. b a� 0 0 III ;3 A a o° to 93 Oi W :31�� a q` Ie oa oo o F O Z w moAa A� �o w y�>� v� �•y��a� �,S�ih {o.�A� 6 N > 0 O p p 'a�0p n kA0o 0. P.,_00, }Q�10 p � °a °�o>, •�•qqqqdqd p f• o a v �pp O LO � aOgo °p `oo° ODE pP''O Q:9 p Oppp 8 >aq, {' tl0 A1.fo �r + DRAWN BY; KBG/BY ' i CHECKED BY: -� DATE: � 10/24/11 SCALE: J:; 5 NUMBER: REVISED: - DW6 NO: Al OF O � LO co O O (\2 U C) H co cd cd ;-1 ;_j � ) a z4 0 0 � NN �W B w L C\2 co N > 0 O � O O LO cd �r + DRAWN BY; KBG/BY ' i CHECKED BY: -� DATE: � 10/24/11 SCALE: J:; 5 NUMBER: REVISED: - DW6 NO: Al OF » 476.`x' 8981'57'44 E DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72 -M -AIG. JULY. 1989. T ANGLE POINT OPPOSITE R-42 �I N I I co II m_ 00� � I Q�p I ANGLE POINT O 1 OPPOSITE R-43 O N I � I 01 r (A $I U) ml C w11 Z o. �I n I�- I I p I r I r Wm N' m LOT 53 W 7j I I o �I N I TABLE f 3 STORY 21'-10" 'I LINE OF CCCL DAM PAD rvi +21.78 NAVTI-88) � PAVERED DECD z 1ID FOR GARS NEW POOL A- 0 CP H:t_ FRAIJIF CcO A2 '[UK LINE OF 20' B.R.L. - AIK - Co o prp q o 00 TRAVERSE LINE HE16HT OF BUILDIN6 5HALL MEAN THE VERTICAL DISTANCE FROM 7}E APPLICABLE 13EC1NNINO POINT OF HI6FE5T A - rn v - 9'40'47"E 187.50' IRON CUTQ HVy� RGRA 00 m I C C R ' 0'47 " FENCE OND_ ❑ BAT-CQNIES °1g ° O 11 � � EXS - - - _ iv Ul - �=y pp0- CQ F+f.i0 ❑=rr sODENC sExln 4' GATE O LO 0 HEIGHT OF BUILDING SHALL BE USED IN AGC.ORDANGE WITH THE FOLLONIN6. C\2 co _ - 4! GA7 TI -"= 0 i (c) 'REGARDLE55 OF FLOOD ZONE DE516NATION, PARCELS WITH TOP05RAPHIG VARIATIONS OF MORE THAN HOUSE TO N 0 T EXTEND OVER T ;� C W z 7 CANTILEVER BALCONY ABV. = GARAGE FLRS ABVR 1 D ' I ! 0 PAVERED DRIVEWAY - 1 - (+2I.78 NAVD 88 (CALQItATED AVERAGE I I\ 1 D = HOUSE TO NOT EXTEND OVER PA% "°" "°°' 20' FRONT B.R.L. BENCH MARK: D FOUND MAGNAIL & DISK (LB3672) N m NEAR EAST EDGE OF PAVEMENT OF r- BEACH AVENUE < & 9.0' SOUTH OF SOUTH PROPERTY LINE ® 1927 BEACH AVENUE. a' ELEVATION 20.85 N.A.V.D. (1988) 0. D z DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72 -a1 -A17. JULY. 1989. NORTHING: 2188220.9 EASTWQ 530133.1 6599 .y1 Q I BREAK -AV 6' BREA%- WAY C.M.U. PIERS 4 h. 4:2,_ "I SO THE BR AK - RE AINIP I I I WII LOT 51 I �I �I I f"I I, a NI JI OD cn � :4i 0 0) ANGLE POINT C OPPOSITE R-44 S8740 4 "W ( S89'4 '37'W 8511 -0' — 120.4' N !N EXTENTS DF 4WAY.CMU ESTATE / 117.8' O 10 STORY FRAME RESIDENCE NO. 1931 } PROPOSED TABLE f 3 STORY N LINE OF CCCL DAM PAD rvi +21.78 NAVTI-88) IL AVERAGE PAVERED DECD OT IIIOER 1ID FOR GARS NEW POOL A- 0 CP H:t_ FRAIJIF CcO A2 '[UK LINE OF 20' B.R.L. - AIK - Co o prp q o 00 TRAVERSE LINE HE16HT OF BUILDIN6 5HALL MEAN THE VERTICAL DISTANCE FROM 7}E APPLICABLE 13EC1NNINO POINT OF HI6FE5T A - rn r� Eli CANTILEVER BALCONY ABV. HVy� RGRA 00 m MEASUREMENT TO THE POINT OF BUILDIN65 ROOF 5TRUGTURE OR PARAPET, AND ANY ATTAGHMENT5 THERETO, C C - J *7 D = HOUSE TO NOT EXTEND OVER PA% "°" "°°' 20' FRONT B.R.L. BENCH MARK: D FOUND MAGNAIL & DISK (LB3672) N m NEAR EAST EDGE OF PAVEMENT OF r- BEACH AVENUE < & 9.0' SOUTH OF SOUTH PROPERTY LINE ® 1927 BEACH AVENUE. a' ELEVATION 20.85 N.A.V.D. (1988) 0. D z DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72 -a1 -A17. JULY. 1989. NORTHING: 2188220.9 EASTWQ 530133.1 6599 .y1 Q I BREAK -AV 6' BREA%- WAY C.M.U. PIERS 4 h. 4:2,_ "I SO THE BR AK - RE AINIP I I I WII LOT 51 I �I �I I f"I I, a NI JI OD cn � :4i 0 0) ANGLE POINT C OPPOSITE R-44 S8740 4 "W ( S89'4 '37'W 8511 -0' — 120.4' N !N EXTENTS DF 4WAY.CMU ESTATE / 117.8' O 10 STORY FRAME RESIDENCE NO. 1931 } PROPOSED TABLE f 3 STORY i RESIDENCE - L- +21.78 NAVTI-88) IL AVERAGE PAVERED DECD OT IIIOER (+212 NA" RUN PAD FOR NEW POOL 65 cu. yrds. 0 51TE GRADING H:t_ 196 cu. yrd5. OLD POOL AREA PROPERTY LINE - - - - 0A - 205 cu. qrds. - CONCRE WALK 7 66.3' IRON IR 53 -b - - 2 STORY FRAME RESIDENCE 25.3' NO. 1917 .5' m 29.5' z Z fT1 N w NORTHERN EXTENTS OF 4' H. POOL FENCE L to 5 �a m NATIO B LCONIt S S�0o40'10 a REMAINS 0 CO RE BE H U E GRAS S BULKHEAD BURIE UND NES r -� ` 1 N ,-I ll.O M EEN ALL WRADE C41,O Z W RADE {� N �1 TEMP. SILT RRICA / ONSTRUCT10 FENC FROM LAND RD SI E - _ F SEAWALL TO CCCL FO ND 1/21R IN - - - - - PI , NO ---- ---- - - - - WOuu WALK - - - ERN EXTENTS OF - _ - -fl � F] POOL FENCE ; - - - - - _ ll LJ O w O Z C) O Z7 O SITE D.E.P. FOOTPRINT TABULATION HOUSE AND GARAGE (INCLUDES ALL CANTILEVERS, ROOF OVERHANGS, DEGK5, AND STAIRS) = 4592 5.F. OUT / FILL TABLE FLOOD ZONE 'X' FDEf�TD ZONE "AO' � _GENERAL PERMIT LINE OUT FILL IMPORT PILES 52 cu. yrds. O O C\2 U U H GRADE BEAM I& cu. yrds. CO NEW POOL 65 cu. yrds. 0 51TE GRADING 196 cu. yrd5. OLD POOL AREA PROPERTY LINE 145 cu. t4rds. REQUIRED FILL - 205 cu. qrds. - ~ o prp q o t � 1 A N A N r 50ALE: 1"=20'-0" z m ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PACs- 51 OF THE CURRENT PUBLIC REGORD5 OF DUVAL COUNTY, FLORIDA LYIN5 WE5TERLY OF THE ER05ION CONTROL LINE A5 E5TABL15HED BY PLAT BOOK 55, PAOE5 51,51A AND 516 OF THE CURRENT PUBLIC REGORD5 OF SAID COUNTY. CON L FLOOD ZONE 'X' FDEf�TD ZONE "AO' � _GENERAL PERMIT LINE a o has WIN oy� I x oa O O C\2 U U H LIGOON5TRUGTION-1 o CO H U) z tV f� 0 V°W rn)Q joQ, PROPERTY LINE 20 R1. LL U12 - = - ~ o prp q o b e 1obti TRAVERSE LINE HE16HT OF BUILDIN6 5HALL MEAN THE VERTICAL DISTANCE FROM 7}E APPLICABLE 13EC1NNINO POINT OF HI6FE5T A N�y O [A -� Eli o '� a 00 31� MEASUREMENT TO THE POINT OF BUILDIN65 ROOF 5TRUGTURE OR PARAPET, AND ANY ATTAGHMENT5 THERETO, °°'�a ,� n I b ❑ BAT-CQNIES °1g ° O 11 � � o EXCLUSIVE OF CHIMNEYS, THE APPROPRIATE METHOD OF DETERMINING THE MAXIMUM ALLOWABLE - - - _ iv Ul - �=y pp0- CQ F+f.i0 ❑=rr fU O LO HEIGHT OF BUILDING SHALL BE USED IN AGC.ORDANGE WITH THE FOLLONIN6. C\2 co _ - -"= 0 i (c) 'REGARDLE55 OF FLOOD ZONE DE516NATION, PARCELS WITH TOP05RAPHIG VARIATIONS OF MORE THAN HOUSE TO N 0 T EXTEND OVER T ;� o , ❑ _ _ - w� m Tutu (2) FEET A5 DEMONSTRATED BY CERTIFIED SURVEY OF TOP06RAPHY INCLUDIN6 ALL OCEAN FRONT PAR.GEL5, 5HALL 2O FRONT B.R.L. O ❑ ❑ ❑ o cd PROVIDE A CERTIFIED 5MVEY OF THE GALGILATED AVERAGE 6RADE, AH THE CALCULATED AVERAGE i,;,,.T - ❑ �❑ _ O �`*- 6RADE SHALL BE U5ED A5 THE BEGINNING POINT OF IFAS HENT, EXGEPTIN6 THI05E PARCELS WHERE THE ONLY _ _ _ _ , 4 TOP06RAPHIGAL VARIATION 15 A GITY-MAINTAINED DRAINA6E EASEMENT WHERE THE METHOD �_ ❑ DESCRIBED IN PRECEDING 9U135EGTION (b) 5HALL BE USED. CENTER LINE OF APPROX. TOP BEACH AVENUE OF DRIVEWAY- , --- _ , ri-� -- ____-- ' T - , , i �i O - ' UN (G LATER AVERAGE GRADE 4' h. POOL FENCE 4' WIDE WOOD DUNE WALKOVER 30 - - OF LOT UNDER BUILDING PAD) OFF GRADE MAX. (+21.78' NAVD-88) _. _ - - (+21.78' NAVD-88 ! - REMAINS OF GONG. BULKHEAD BURIED UNDER DUNES 1:5 5L (IN FOREGROUND) ' (TOP OF GARAGE I (TOP OF HIOUSE I -�-=====J�� ' I TOP OF EXI5TING GRADE ____. EDGE OF VEGETATION -1 I SLAB) ' SLAB) � i + I (xxxx NAVD-58) I +- 8 GYD5FIOF FLL ILL EROSION CONTROL LINE , I( (LOWEST HORIZONTAL AS DEPICTED BY HATCH li i I 5TRUGTUAL MEMBER) I EXI5TIN6 HOOD PO5T I PILIN65 REFER TO I 5TRUGTURAL ' I I II i EN6INEERIN6 SHEETS +-42'-5�" TC SEAWARD EDGE OF ENCLOSED GARAGE TO 5EAWARD EDGE OF OUTDOOR SHOWER PAYER PAD TO SEAWARD EDGE OF ENCLOSED 5TRUGTURE TO 5EAWARD EDGE OF POOL +-116-I1�" TO SEAWARD EDGE OF PAVERS TO SEAWARD EDGE OF BALCONIES TO SEAWARD EDGE OF BREAK -AWAY G.M.U. 50REF-N WALL TO SEAWARD EDGE OF FILL +-164'-2k TO SEAWARD EDGE OF POOL FENCE SITE SECTION A -A 50ALE: I"= 20'-0" DATUM= NAVD-88 �WA� LIINNEHI6H �WA�HLINNE I LOT G01/ERACC- AREA OF LOT = 9,445 5.F. TOTAL HfQV5E COVERAGE (IMPERVIOUS) = 5544 S.F. HOUSE FOOTPRINT (IMPERVIOUS) = 5223 S.F. WOOD FRAME EXTERIOR STAIR (505 PERVIOUS) = 29 S.F. WEST SIDE CANTILEVERED BALCONIES (PERVIOUS) = 46 S.F. SOUTH SIDE BATH ENTRY, SHED ROOF (PERVIOUS) = 24 S.F. SOUTH SIDE HOUSE ENTRY, GABLE ROOF (PERVIOUS) = 39 S.F. SOUTH 51DE SUMMER KITCHEN (IMPERVIOUS) = 114 5.F. SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = I& S.F. EAST SIDE BALCONIES (IMPERVIOUS) = 415 5.F. NORTH SIDE CANTILEVERED FLOORS (PERVIOUS) = 14 S.F. DRIVEWAY PAVERS o/ SUBSTRATE (505 PERVIOUS) = 330 5.F. WALKWAY PAVERS (50% PERVIOUS) = 251 S.F. NORTH 51DE OUTDOOR SHOWER PAD (50% PERVIOUS) = 5 S.F. G.M.U. BREAK -AWAY 50REEN WALL (IMPERVIOUS) _ -12 S.F. POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) = 117 S.F. PAVER POOL DECK (50% PERVIOUS) = 2-7 S.F. TOTAL IMPERVIOUS = 4649 S.F. TOTAL LOT COVERAGE = 49.2% CQM�UN�TY D�V��,C�MENT APPROVED NAVD-88) AT ANT (� O G E AN OFFICE COPY ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE ?-10 "MININMUM 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 SPECIFICA7ION5 IN ACCORDANCE WITH SECTION (b OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. 0 0 LLJ C�l r � VSO Lu < Lu �O �pQ LU > < O <Lu O ' BY: KBS/BV CHECKED BY: DATE: 10/24/11 5GALE: JOB NUMBER: r n n 1/50/IS O � Wz a o has WIN oy� I x oa O O C\2 U U H Ag o CO H U) z tV f� 0 V°W rn)Q joQ, W 01 LL U12 $ q h O q ° a v'do o prp q o b e 1obti N�y �o -� o '� a 00 31� °°O a °°'�a O n I b a ° V ° ...���yyy Im °1g ° O 11 � � o y� Uig btltl Otl U ! tl O �=y pp0- CQ F+f.i0 0 0 LLJ C�l r � VSO Lu < Lu �O �pQ LU > < O <Lu O ' BY: KBS/BV CHECKED BY: DATE: 10/24/11 5GALE: JOB NUMBER: r n n 1/50/IS O � Wz LO C'7 co (� O O O C\2 U U H Z L) OWN o CO H U) z tV O V°W rn)Q ry m �O� LL U12 z� 0 W O rX 0 a Z� N�y O� V 71 0 71 I—i nnW 0 H O LO C\2 co N y 0 � O � .C1 cd O cd 0 0 LLJ C�l r � VSO Lu < Lu �O �pQ LU > < O <Lu O ' BY: KBS/BV CHECKED BY: DATE: 10/24/11 5GALE: JOB NUMBER: r n n 1/50/IS Wz (� O Z L) OWN o H U) z tV O V°W ry m �O� LL U12 0 W Z� O� V 0 0 LLJ C�l r � VSO Lu < Lu �O �pQ LU > < O <Lu O ' BY: KBS/BV CHECKED BY: DATE: 10/24/11 5GALE: JOB NUMBER: r n n 1/50/IS STORY FRAME RESIDENCE NO. 1931 IE - L _ 19'-6 ANGLE POINT Z 'wE Ng157''e 1,7s.56 O OPPOSITE R-42 (+21.28 P 0: 81!<K PAD FOR UISO N 2 & FOUND MAGNAIL & DISK (LB3672) I 41 _ vn N DEPARTMENT OF NATURAL RESOURCES 4 MONUMENT NO. 72-81—A18. JULY, 1989. t�pa 1/2" IRON (+1ST BEACH AVENUE m 9.6' I TnF - -- I 00 H ROD, NO CAP NORTHING: 2,186,890.5 q 0 CUT -' c� pO ANGLE POINT 51 EASTING: 530,656.0 i O OPPOSITE R-43 N 8 9° 0' 4 7" E WOOD FENCE g g 0 711 (TOP OF GARA6E i I' O 5LA6) I EXIS NG ❑ I D - �s - ( I 0.4• W OD FENC EXISTING- ----- — N 4 _GATEGATE----------- --- - -' ---- ----- -- I; I I� I ' 4 h. POOL FENCE 4' WIDE HOOD DUNE WALKOVER r 0 174 -Zt- - N LOT UNDER BUILDING PAD) REMAIN5 OF GONG. BULKFE� 30 OFF GRADE MAX. (1:5 SLOPE) 1 CA - � -- - - � - - _____� i awo O -- --- --� �- - .-- t-1 �A aanS N -- - i - - 0 Lo W D Z N TIE t CANLEV . FLRS ABV. m C D= C -i NT EROSION COROL LINE , 0 HORIZ BALCONY ABVD PAVERED GEO-THB�MAL,PU TO LOC. h GARA (+21.181U�A 88) COMMENTS BY HATCH I WOOD P05T i N KPLANIEW w Z l-0000 DRIVEWAY 0 I n O L4 N Z LINE OF CCCL DUFF LOT BL m PAD _ IDR .00 A- O TO Ds NI AM r D r Tm LINE OF 20' B.R.L. IVIN J - -I -� �- m 111.6' PLAN REVIEH COMMENTS 11/4/1600 I LOT 53 m 71 m m 0 CANTILEVER L=•b ' `T"— ITEM #I STORY FRAME RESIDENCE NO. 1931 NORTHERN 4' H. POOL 1 PROPOSED 3 STORY - RESIDENCE IE - L _ 19'-6 (+21.78 NA") Z PAVERED DECK 9 o O'-6" (+21.28 P 0: 81!<K PAD FOR UISO TFOUND 2 & FOUND MAGNAIL & DISK (LB3672) I 41 _ O GOMMENT5 g/4/16 RE AINIh 4 P CK RE# lb116g1 1/2" IRON (+1ST BEACH AVENUE 1 9.6' I TnF - -- I D H ROD, NO CAP NORTHING: 2,186,890.5 q 9'40'47"E 187.50' IRON CUT -' c� m 51 EASTING: 530,656.0 i j N 8 9° 0' 4 7" E WOOD FENCE g g am 711 (TOP OF GARA6E i I' � ch O 5LA6) I EXIS NG ❑ I D - �s - ( I 0.4• W OD FENC EXISTING- ----- — N 4 _GATEGATE----------- --- - -' ---- ----- -- I; I I� I ' 4 h. POOL FENCE 4' WIDE HOOD DUNE WALKOVER PA LOON S 0 174 -Zt- - - LOT UNDER BUILDING PAD) REMAIN5 OF GONG. BULKFE� 30 OFF GRADE MAX. (1:5 SLOPE) 1 DC7 - � -- - - � - - _____� i awo --- - -1 -- --- --� �- - .-- t-1 �A aanS N -- - i - - 0 Lo W D Z TIE t CANLEV . FLRS ABV. 0 D= C -i NT EROSION COROL LINE , HORIZ BALCONY ABVD PAVERED GEO-THB�MAL,PU TO LOC. h GARA (+21.181U�A 88) BY HATCH I WOOD P05T i T DRIVEWAY CED - ICJLQLA1Bl A14RAGE I REFER TO O L4 N EXISTING y0U LINE OF CCCL DUFF LOT BL m PAD _ IDR .00 A- TO Ds NI AM D A2 �p O rIPILINGS LINE OF 20' B.R.L. IVIN J - -I -� �- m PLAN REVIEH COMMENTS 11/4/1600 I - - - RE# 16116111-0000 Q0 V CANTILEVER L=•b ' `T"— ITEM #I m ----------- __ __ --_ __i 4, PAVERED �YALK - VER CA TII FOUND IIA -IRON ROD b BREAK=AWAY .M.U. SCR EN 21.28 NORTHERN 4' H. POOL 1 PROPOSED 3 STORY - RESIDENCE IE - L _ 19'-6 (+21.78 NA") D A1kRAGE PAVERED DECK 9 o (fRRAADDEE OF LOT 11UFR (RADE (+21.28 P 0: 81!<K PAD FOR UISO - _ ! — — 2 & FOUND MAGNAIL & DISK (LB3672) I 41 _ O GOMMENT5 g/4/16 RE AINIh 4 P CK RE# lb116g1 00 (+1ST BEACH AVENUE 4 -- I TnF - -- I Rpp SE_p- DETAILO.S BY H - m m P N REVIEW GOMMENT5 g/4/I6 _ LINE ® 1927 BEACH AVENUE. NO CAP 6' WOD FEN E NORTHING: 2,186,840.7 CONCRE WALK NORTHING: 6,8 BREA - Y C.M.U. S a g° 0 4 W PIERS 6 h. 4 o� I J ANGLE POINT OPPOSITE R-44 DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72 -M -A17. JULY, 1989. NORTHING: 2186220.9 EASIING: 530133.1 699 COASTAL CONSTRUCTION—A c) ! z 19'-6 42'_ " -�^ __ _ IMPORT 9 o 52 cu. rds. BENCH MARK: D ■ SOI ITHEF FOUND MAGNAIL & DISK (LB3672) m PLAN REVI GOMMENT5 g/4/16 RE AINIh NEAR EAST EDGE OF PAVEMENT OF HE1644T OF BUILDIN6 SHALL BE U5ED IN ACCORDANCE WITH THE FOLLOWIN6. RE# lb116g1 00 7igg BEACH AVENUE i ITEM #4 (a) 'RE6ARDLE55 OF FLOOD ZONE DE516NATION, PAR.GEL5 WITH TOPOGRAPHIC VARIATION5 OF MORE THAN o q & 9.0' SOUTH OF SOUTH PROPERTY - - m m P N REVIEW GOMMENT5 g/4/I6 IT LINE ® 1927 BEACH AVENUE. -' CENTER LINE OF APPROX. TOP N LOT 51 ELEVATION 20.85 N.A.V.D. (1988) i w I I I I I I I I I I I I I o" I I I ().403, (+21.16 NAW -88)- D 711 (TOP OF GARA6E i I' � ch O 5LA6) I DESCRIBED IN PREGEDIN6 SUBSECTION (b) 5HALL BE USED. ❑ I Z - �s - ( I BULKHEAD BURIE UND I I A 52 ' O I (ALGULATED I; I I� I ' 4 h. POOL FENCE 4' WIDE HOOD DUNE WALKOVER PA LOON S 0 174 ° I !o 4 o� I J ANGLE POINT OPPOSITE R-44 DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72 -M -A17. JULY, 1989. NORTHING: 2186220.9 EASIING: 530133.1 699 COASTAL CONSTRUCTION—A c) ! z _._ LINE _ -�^ __ _ IMPORT 9 o 52 cu. rds. PROPERTY LINE 20-P.R.L. ■ q N r L1 SITE GRADING ~a0 196 cu. yrds. OLD POOL AREA HE1644T OF BUILDIN6 SHALL BE U5ED IN ACCORDANCE WITH THE FOLLOWIN6. 145 cu. qrds. REQUIRED FILL 7igg IcV i ❑ ❑ o (a) 'RE6ARDLE55 OF FLOOD ZONE DE516NATION, PAR.GEL5 WITH TOPOGRAPHIC VARIATION5 OF MORE THAN o q o - - m m P N REVIEW GOMMENT5 g/4/I6 IT Oo0 CENTER LINE OF APPROX. TOP 0 -1 lirm II I I I I I I I I I I I . I I I I I I I I BEACH AVENUE OF DRIVEHAY i ------ I I I I I I I I I I I I I o" I I I ().403, (+21.16 NAW -88)- NCE TINTS OF 711 (TOP OF GARA6E i I' � ch O 5LA6) I DESCRIBED IN PREGEDIN6 SUBSECTION (b) 5HALL BE USED. ❑ I 1 I III ---- REMAINS 0 CO RE I - �s - ( I BULKHEAD BURIE UND I I ( S89'4 37 11 W 85111 — 120.4' N 'N EXTENTS OF 4WAY.CMU ESTATE / 25.3' PLA�16 TEN COMMENTS 3/18/16 RE#11-006 IRON + I 2 STORY FRAME RESIDENCE NO. 1917 rq FLOOD ZONE 'X' -FLOOD ZQNE 'AO' �6ENERAL PERMIT LINE c) ! z 117.8' p Z u' ° GUT IMPORT 9 o 52 cu. rds. � v m � 16 cu. qrds. q N r L1 SITE GRADING rq FLOOD ZONE 'X' -FLOOD ZQNE 'AO' �6ENERAL PERMIT LINE 0.3' i 1 FOgND 1/2 PIPE, NO SOUTHERN EXTENTS OF 4 H. POOL FENCE PLAN f ZVIEA C.OMMENT5 11/4/16 RE# I bgi-0000 ITEM N w 1 eEAgx;�tluNE�cRAS S�s�__\\.\'I � Q � N � TEMP. SILT RRICA / ONSTRUCTIO FEN FROM LAND RD SI E SEAWALL TO CCCL - - - -- - - WOr o WALK - ---—— — — — - -- TlTffl m ------ -Jllu O 0 0 O O r IO \ ! Q0 5 1 T E D.E.P. FOOTPRINT TABULATION HOUSE AND GARAGE (INCLUDES ALL CANTILEVERS, ROOF OVERHANGS, DECKS, AND STAIRS) = 4392 S.F. GUT / FILL TABLE _ u' ° GUT IMPORT PILES 52 cu. rds. ^FILL �I 16 cu. qrds. q NEW POOL 68 cu. yrds. L1 SITE GRADING ~a0 196 cu. yrds. OLD POOL AREA HE1644T OF BUILDIN6 SHALL BE U5ED IN ACCORDANCE WITH THE FOLLOWIN6. 145 cu. qrds. REQUIRED FILL 7igg 208 cu. yrds. V5 (a) 'RE6ARDLE55 OF FLOOD ZONE DE516NATION, PAR.GEL5 WITH TOPOGRAPHIC VARIATION5 OF MORE THAN o q o - - m m P N REVIEW GOMMENT5 g/4/I6 Y INGLUDIN& ALL OCEAN FRONT PARCELS, ALL TWO (2) FEET AS DEMON5TRATED BY CERTIFIED 5URVEY OF TOP06RAPHSH PROVIDE A CERTIFIED 5URVEY OF THE CALCULATED AVERAGE GRADE, kb THE CALCULATED AVERAGE Oo0 E- 0 z 0 -1 lirm II I I I I I I I I I I I . I I I I I I I I I I I I I I i I I I I . . II I I Ii I I I I I I I I I I I I I I I I o" I I I ().403, d NCE TINTS OF TOP06RAPHHIGAL VARIATION 15 A CITY -MAINTAINED DRAINAGE EASEMENT HHERE THE METHOD 5A 0, � O o � ch O OUND -C T I i DESCRIBED IN PREGEDIN6 SUBSECTION (b) 5HALL BE USED. ❑ ❑ 1 I III ---- REMAINS 0 CO RE I - �s - ( 111.51' NAVD-88) BULKHEAD BURIE UND I I NES 52 ' O I (ALGULATED I; I I� I ' 4 h. POOL FENCE 4' WIDE HOOD DUNE WALKOVER PA LOON S 0 I i ° I !o 0.3' i 1 FOgND 1/2 PIPE, NO SOUTHERN EXTENTS OF 4 H. POOL FENCE PLAN f ZVIEA C.OMMENT5 11/4/16 RE# I bgi-0000 ITEM N w 1 eEAgx;�tluNE�cRAS S�s�__\\.\'I � Q � N � TEMP. SILT RRICA / ONSTRUCTIO FEN FROM LAND RD SI E SEAWALL TO CCCL - - - -- - - WOr o WALK - ---—— — — — - -- TlTffl m ------ -Jllu O 0 0 O O r IO \ ! Q0 5 1 T E D.E.P. FOOTPRINT TABULATION HOUSE AND GARAGE (INCLUDES ALL CANTILEVERS, ROOF OVERHANGS, DECKS, AND STAIRS) = 4392 S.F. GUT / FILL TABLE _ u' ° GUT IMPORT PILES 52 cu. rds. ^FILL GRADE BEAM 16 cu. qrds. q NEW POOL 68 cu. yrds. L1 SITE GRADING ~a0 196 cu. yrds. OLD POOL AREA HE1644T OF BUILDIN6 SHALL BE U5ED IN ACCORDANCE WITH THE FOLLOWIN6. 145 cu. qrds. REQUIRED FILL 7igg 208 cu. yrds. V5 (a) 'RE6ARDLE55 OF FLOOD ZONE DE516NATION, PAR.GEL5 WITH TOPOGRAPHIC VARIATION5 OF MORE THAN Cn r 50ALE: I"=20' -O" m ALL OF THAT PART OF LOT 52 NORTH ATLANTIC BEACH UNIT N0. 2 AS RECORDED IN PLAT BOOK 15 PAS= F �� OF THE CURRENT PUBLIC RECOR05 OF DUVAL GOUNTY, FLORIDA LYING WE5TERLY OF THE ER05ION CONTROL LINE A5 E5TABL15HED BY PLAT BOOK 35, PAC -AE -5 51,51A AND 516 OF THE CURRENT PUBLIC RECORD5 OF SAID COUNTY. - _ u' ° 1 TRAVERSE LINE HEI6HT OF EUI IN6 SHALL MEAN THE VERTICAL DISTANCE FROM THE APPLICABLE BEGINNING POINT OF TO THE HI6HE5T POINT OF A BUILDIN6'S ROOF STRUCTURE OR PARAPET, AND ANY ATTAGHMENT5 T}ERETO, Lu ❑ B IES Z q EXCLUSIVE OF GHIMNEY5, THE APPROPRIATE METHOD OF DETERMINING THE MAXIMUM ALLOWABLE opo L1 O ~ O ~a0 Q o Q HE1644T OF BUILDIN6 SHALL BE U5ED IN ACCORDANCE WITH THE FOLLOWIN6. .� 7igg O�O p U V5 (a) 'RE6ARDLE55 OF FLOOD ZONE DE516NATION, PAR.GEL5 WITH TOPOGRAPHIC VARIATION5 OF MORE THAN o q o - - m m P N REVIEW GOMMENT5 g/4/I6 Y INGLUDIN& ALL OCEAN FRONT PARCELS, ALL TWO (2) FEET AS DEMON5TRATED BY CERTIFIED 5URVEY OF TOP06RAPHSH PROVIDE A CERTIFIED 5URVEY OF THE CALCULATED AVERAGE GRADE, kb THE CALCULATED AVERAGE Oo0 E- 0 z 0 -1 lirm # Ibgbg1-0000 #3 6RADE 5HALL BE USED A5 THE BEGINNING POINT OF MEASUREMENT, EXCEPTING TH05E PARCELS WHERE THE ONLY i F—� o o A d i TOP06RAPHHIGAL VARIATION 15 A CITY -MAINTAINED DRAINAGE EASEMENT HHERE THE METHOD 0 4 G � O o � ch O p T DESCRIBED IN PREGEDIN6 SUBSECTION (b) 5HALL BE USED. ❑ ❑ ��oe - �s - ( 111.51' NAVD-88) - --- - - G.M.U. --- - - - RET IN ---_- -- ------ �T "- ' O I (ALGULATED AVERAGE GRADE I 4 h. POOL FENCE 4' WIDE HOOD DUNE WALKOVER do 0 Lu ° I !o A LOT UNDER BUILDING PAD) REMAIN5 OF GONG. BULKFE� 30 OFF GRADE MAX. (1:5 SLOPE) - - - - - - (+21.16' NAW -88 (TOP OF HOUSE ( - � -- - - � - - _____� i awo - BURIED UNDER DUNES TOP OF EXISTING 6RADE (IN FORE&R.OUND) EDGE OF VE6ETATION� ' 5LA13) 0 Lo W 05ED FILL PLACEMENT (+ ►ypyp_gg) I 08 GYDS OF FILL + 'li NT EROSION COROL LINE , HORIZ BY HATCH I WOOD P05T i i DEPICTED 50�WEKS AL MEMBER) ' I EXI5TIN6 REFER TO .00 STRUCTURAL rIPILINGS EN6INEERIN5 SHEETS i I +-42'-5�" TO SEAWARD EDGE OF ENGLOS D GARAGE 7 11 +- 4'-Ij" TO SEAWARD EDGE OF OUTDOOR SHOWER PAVER PAD +-100'-11�" TO SEAWARD EDGE OF ENCLOSED STRUCTURE TO SEAWARD EDGE OF POOL SND) I +-II6-11�" TO SEAWARD EDGE OF PAVERS +-117'-Oj" TO SEAWARD EDGE OF BALCONIES +-122'-51/2" TO SEAWARD EDGE OF BREAK -AWAY G.M.U. SCREEN WALL +-135'-O�" TO 5EAWARD EDGE OF FILL +-164'-2i" TO SEAWARD EDGE OF POOL FENCE SITE SECTION A—A 50ALE: I"= 20'-0" DATUM=NAVD-88 --5EA50NAL HIGH MEAN HIGH iWATER LINE i WATER LINE LOT GOVER66E AREA OF LOT = 9,448 S.F. TOTAL HOUSE COVERAGE (IMPERVIOUS) = 5544 S.F. HOUSE FOOTPRINT (IMPERVIOUS) = 5225 S.F. WOOD FRAME EXTERIOR STAIR (50% PERVIOUS) = 29 S.F. WEST SIDE CANTILEVERED BALCONIES (PERVIOUS) = 46 S.F. SOUTH SIDE BATH ENTRY, SHED ROOF (PERVIOUS) = 24 S.F. SOUTH SIDE HOUSE ENTRY, GABLE ROOF (PERVIOUS) = 39 S.F. SOUTH SIDE SUMMER KITCHEN (IMPERVIOUS) = 114 S.F. SOUTH SIDE CANTILEVERED BALCONY (PERVIOUS) = 16 S.F. EAST 51DE BALGONIE5 (IMPERVIOUS) = 478 S.F. NORTH SIDE CANTILEVERED FLOORS (PERVIOUS) = 14 S.F. DRIVEWAY PAVERS o/ SUBSTRATE (505 PERVIOUS) = 550 S.F. WALKWAY PAVERS (50% PERVIOUS) = 251 S.F. NORTH SIDE OUTDOOR SHOWER PAD (505 PERVIOUS) = 8 S.F. G.M.U. BREAK -AWAY SCREEN WALL (IMPERVIOUS) = 72 S.F. POOL BEYOND HOUSE FOOTPRINT (IMPERVIOUS) = 117 S.F. PAVER POOL DECK (50% PERVIOUS) = 27 S.F. TOTAL IMPERVIOUS = 4649 S.F. TOTAL LOT GOVERAOE = 49.2% +0.00' NAW -88) ATLANT C-,, CGEAN OFFICE CO Wz (n O H ADDITIONAL NOTE -5: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6215-55.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN HIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE HITH SECTION 6, AN5I/A5GE 7-10 MININMUM DESIGN LOADS FOR BUIL.DINOS AND OTHER STRUCTURES" TO V41TH5TAND THE WIND LOADS ASSOCIATED HITH A MINIMUM BASIC WIND SPEED OF 150 MPH. 5) THE COMPONENTS AND GLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN AGCORDANGE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. Z O°CCD O u' ° 1 Z O Lu Q O O C\2 U U H� Z q Aas opo w x O ~ O ~a0 o w o Q ° o .� 7igg O�O p U V5 ••qq o q o Ubo ' Oo0 E- 0 z ca �o a o 00 �° ° a°�Go °ago o 9 d F—� o o A 0 Q Q i 0 4 G � O o � ch O +' � ii •O T B. 0 foo 0 0 q 'a° ��oe L co P -I' o 0 -840 w o do 0 Lu ° I !o A 115 I� awo Z O°CCD O u' ° 1 Z O Lu Q O O C\2 U U H� Z cy' � � wooLL V O ~ O ~a0 ) Lu LL W c z� ZU) O x 0 =1L� Oc/) V 0 Tz V F—� 0 Q Q J --u w T < O L co P -I' cd v 0 Lu Z O W z o pq > 0 Lo W cd Z O°CCD u' ° 1 co Lu Q UOW Z tY wooLL V O ~ O ~a0 Lu LL W c ~ r ZU) [� =1L� Oc/) V 0 O 0 Q Q J --u > < O <LL1 a: OL v Lu Z o < Z O°CCD u' ° 1 co N IY� UOW Z tY wooLL m O ~ O ~a0 W ZU) Oc/) 0 DRAWN BY: K56/E3E::1 CHECKED BY: DATE` 10/24/11 SCALE: JOB NUMBER: 5883 DN6 NO: A2c:F I 8 N 44„E 476.58 N1'S7 DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81-A16. JULY, 1989. O C� z F-11 (A o 0 0 Z—A �241 (sl CQ00-�0000N F m 0 HOUSE TO NOT EXTEND OVER 20' FRONT B.R.L. INA BENCH MARK: FOUND MAGNAIL & DISK (LB3672) NEAR EAST EDGE OF PAVEMENT OF BEACH AVENUE & 9.0' SOUTH OF SOUTH PROPERTY LINE @ 1927 BEACH AVENUE. ELEVATION 20.85 N. A. V. D. (1988) ANGLE POINT C/)O OPPOSITE R-42 N I o I � I N I I I Cfl I I II rTi 00 1 po '� ANGLE POINT 0 OPPOSITE R-43 J O D V II I D I r //O/ II —P II O 011 zn �I � I I rnl N W I . I O V 70 I i I I I I I I I I I I I I I I i CO OI WIi 00 �I �I OI I V +-94'-Ij" TO SEAWARD EDGE OF OUTDOOR SHOWER PAVER PAD LOT 53 111.6' OUT / FILL TABLE 30" DIA. LIMEROCK BASE COMPACTED TO A Z 0 Ow OUT FILL IMPORT PILES 52 Cu. yrds. PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) GRADE BEAM 16 cu. 4rcls. WITH A MINIMUM LBR OF 75. (OPTIONAL) NEW POOL 68 cu. yrds. \N STABILIZED 3UBGR4DE (NON -PLASTIC, SITE GRADING /\ 196 Cu. yrds. OLD POOL AREA -o.� ®. 148 cu. 4rds. REQUIRED FILL j/ 208 cu. rds. V N/ N,\/�/\ \\ \\ /�/\�//\�/ s®.e■� m IS, m ST RY F AME RE SIDEN C E N 193 ENO I NEERS STRUOTURAL ORI TERI A MAY O\/ERRI DE SHONN DETAILS. FOR STRUOTURAL AND RE I NFORO I NO INFORMATION, REFER TO ENOINEERINO SHEETS. 21'-10" rn 100'-6" I j 1 9.6 II - NORTHERN EXTENTS OF 89'4047"E 187.50' IRON CUT) 4 H. POOL FENCE N89040 4799E IS 0 81" � OUND -C T PAVERED SHOWER PAD I + 6' WOOD FENCE 7' WOOD CSE _� I 0.4 , (EXISTING)4' GAT (EXISTING) 04 GATE x I CANTILEVER ---� BALCONY ABV. 1 PAVERED DRIVEWAY C LINE OF 20' B.R.L. I CANTILEVER —-� BALCONY ABV. 1 01 LOT 51 �I I CO v I -P 1 O v I I' NII J I 0 I J1 -P I I ANGLE POINT OPPOSITE R-44 2 STORY FRAME RESIDENCE 25.3' NO. 1917 N 109 2" , 7'-4" W r O O 117. oz 4 � N O Z O� J O 0 DEPARTMENT OF NATURAL RESOURCES +-42'-5�" TO SEAWARD EDGE OF ENCLOSED GARAGE N MONUMENT NO. 72-81-A17. JULY, 1989. `J NORTHING: 2186220.9 +-loo'-14" TO SEAWARD EDGE OF ENCLOSED 5 GTURE EASTING: 530133.1 TO SEAWARD EDGE OF PAVERS n� TO 5EANARD EDGE OF PL +-116-114" TO SEAWARD EDGE OF PAVERS G Dc +-117'-04" TO SEANARD EDGE OF BALCONIES +-122'-51/2" TO SEAWARD EDGE OF BREAK -AWAY G.M.U. SCREEN Y TO SEAWARD EDGE OF FILL +-164'-2j" TO SEANARD 11.5' z OF POOL FENCE 29.5 PAVER DETArIL SCALE: 1/2"-1'-0” INTER-L.OGKIN6 PAVER SYSTEM SAND -FILLED JOINTS I" - 1 1/2" CONCRETE SAND TO MEET ASTM 033 4" THICK LIMEROCK BASE COLE COMPACTED TO A DENSITY OF AT LEAST 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) WITH A MINIMUM LBR OF -M. (OPTIONAL) 12" OF STABILIZED SUBe4 ADE (NON -PLASTIC, INOR6ANI0, 6RANULAR 501L COMPACTED TO A DENSITY OF AT LEAST cl OF THE PROCTOR MAXIMUM DRY DENSITY (A5TM D 1531) AND STABILIZED TO A MINIMUM OF LBR OR 40. 040910 � 0 9 1 0• 1� INS 0 CO RET HEAD BURIED UND LINES 0 : INSTALL 2'x8' IPE DECK JOISTS TIlSHT AGAINST 6'x6' POST. FASTEN w/ 6-12d RIN6 SHANK STAINLESS STEEL NAILS EACH SIDE. 2'x8' P.T. SYP No -2 DECK JOISTS O Ib" O.G. z � O N - Ipc SIMPSON H23 STAINLESS STEEL HURRICANE CLIP H/ 10-I0dx(I) 8" STAINLESS STEEL NAILS AT EACH DECK JOIST 6"x6" P.T. SYP No.2 POST O 8'-0' O.G. EXCAVATE AND EMBED POST 4'-0' INTO EXISTING GRADE 2'x6" IPE DEGKIN6 w/ 2pce-010 x (3) 4",02 SQUARE DRIVE TYPE 816 STAINLESS 57EEL DECK SCREWS AT EACH INTERSECTION 2`x8' IPE RIM BOARD. FASTEN w/ 5 ROWS 12d RING SHANK STAINLESS STEEL NAILS O 16- O.G., INTO THE END OF EACH DECK JOIST �\ EXISTING GRADE r . DBL 2"xIO' IPE DECK BEAM. FASTEN TOGETHER H/ 4 ROWS 12d RING SHANK 5TAINLE55 STEEL NAILS O 12" O.G. GUT -IN (I) 8" SEAT INTO b`x6" P05T TO RECEIVE HEADER BEAM. INSTALL 2pas O' D HOT DIPPED GALVANIZED THROUGH BOLTS AT EACH BEAM TO POST LOCATION BRONZE ANODIZED RAILING 1" 50. PICKETS O 5" O.G. 8" 50. P05T I" x 2" BOTTOM RAIL $ ,- 30" DIA. LIMEROCK BASE COMPACTED TO A Z 0 Ow DENSITY OF AT LEAST W% OF THE MODIFIED Z N PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) V 0 W m WITH A MINIMUM LBR OF 75. (OPTIONAL) N� f.V 0 �\ \\\/ �\ �\�'\ \N STABILIZED 3UBGR4DE (NON -PLASTIC, to o W /\ � r -o.� ®. �� -ice j' j/ ®sem®� V N/ N,\/�/\ \\ \\ /�/\�//\�/ s®.e■� m IS, m I all ME ®����es��s® \\\\\\\\\\ GUSSET BRACKETS NOTE: CONTRACTOR SHALL SUBMIT SHOP . •.: t���r' Jill ' ' • ' • � � ' � ` (9)4' H I uH POOL FENCE SEAWARD OF THE COOL SCALE: 1/2"=1'-0" - QaRE g pao ° a° Cyd° g o O4 x o a a01, 8 o acQ U� 00 t1 OiOi O • -� � -�' o' '' 1 '1 1' 1 : X11 :: � � • �� • • 1�•® X111 i1'I�®®i I ,�� a :'•;INK �., • _ 1 t, 161% 601 im, ME RNA m II 01 LOT 51 �I I CO v I -P 1 O v I I' NII J I 0 I J1 -P I I ANGLE POINT OPPOSITE R-44 2 STORY FRAME RESIDENCE 25.3' NO. 1917 N 109 2" , 7'-4" W r O O 117. oz 4 � N O Z O� J O 0 DEPARTMENT OF NATURAL RESOURCES +-42'-5�" TO SEAWARD EDGE OF ENCLOSED GARAGE N MONUMENT NO. 72-81-A17. JULY, 1989. `J NORTHING: 2186220.9 +-loo'-14" TO SEAWARD EDGE OF ENCLOSED 5 GTURE EASTING: 530133.1 TO SEAWARD EDGE OF PAVERS n� TO 5EANARD EDGE OF PL +-116-114" TO SEAWARD EDGE OF PAVERS G Dc +-117'-04" TO SEANARD EDGE OF BALCONIES +-122'-51/2" TO SEAWARD EDGE OF BREAK -AWAY G.M.U. SCREEN Y TO SEAWARD EDGE OF FILL +-164'-2j" TO SEANARD 11.5' z OF POOL FENCE 29.5 PAVER DETArIL SCALE: 1/2"-1'-0” INTER-L.OGKIN6 PAVER SYSTEM SAND -FILLED JOINTS I" - 1 1/2" CONCRETE SAND TO MEET ASTM 033 4" THICK LIMEROCK BASE COLE COMPACTED TO A DENSITY OF AT LEAST 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) WITH A MINIMUM LBR OF -M. (OPTIONAL) 12" OF STABILIZED SUBe4 ADE (NON -PLASTIC, INOR6ANI0, 6RANULAR 501L COMPACTED TO A DENSITY OF AT LEAST cl OF THE PROCTOR MAXIMUM DRY DENSITY (A5TM D 1531) AND STABILIZED TO A MINIMUM OF LBR OR 40. 040910 � 0 9 1 0• 1� INS 0 CO RET HEAD BURIED UND LINES 0 : INSTALL 2'x8' IPE DECK JOISTS TIlSHT AGAINST 6'x6' POST. FASTEN w/ 6-12d RIN6 SHANK STAINLESS STEEL NAILS EACH SIDE. 2'x8' P.T. SYP No -2 DECK JOISTS O Ib" O.G. z � O N - Ipc SIMPSON H23 STAINLESS STEEL HURRICANE CLIP H/ 10-I0dx(I) 8" STAINLESS STEEL NAILS AT EACH DECK JOIST 6"x6" P.T. SYP No.2 POST O 8'-0' O.G. EXCAVATE AND EMBED POST 4'-0' INTO EXISTING GRADE 2'x6" IPE DEGKIN6 w/ 2pce-010 x (3) 4",02 SQUARE DRIVE TYPE 816 STAINLESS 57EEL DECK SCREWS AT EACH INTERSECTION 2`x8' IPE RIM BOARD. FASTEN w/ 5 ROWS 12d RING SHANK STAINLESS STEEL NAILS O 16- O.G., INTO THE END OF EACH DECK JOIST �\ EXISTING GRADE r . DBL 2"xIO' IPE DECK BEAM. FASTEN TOGETHER H/ 4 ROWS 12d RING SHANK 5TAINLE55 STEEL NAILS O 12" O.G. GUT -IN (I) 8" SEAT INTO b`x6" P05T TO RECEIVE HEADER BEAM. INSTALL 2pas O' D HOT DIPPED GALVANIZED THROUGH BOLTS AT EACH BEAM TO POST LOCATION BRONZE ANODIZED RAILING 1" 50. PICKETS O 5" O.G. 8" 50. P05T I" x 2" BOTTOM RAIL eEAcH i 0 J 'T r O c � 0- N i TEMP. SILT B RRICA E/ CONSTRUCTIO FENC I FROM LAND ARD SIDE F SEAWALL TO CCCL _--- WOOD ------------------------------------ — _-- WALK ------- ---------- --------------TTI 1—i1 _II1I1I -- ——__.. - __—_-----____— SLI—I _1J 0 CI) 0 z COMMUNITY DEVELOPMENT APPROVED S I T E i' L A N -g aFFICECCPY SCALE: I"=10' -O" ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PAGE 51 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING HE5TERLY OF THE ER05ION CONTROL LINE A5 ESTABLISHED BY PLAT BOOK 55, PA6E5 5a, 5aA AND 515 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN NIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-I0 MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO NITH5TAND THE NIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 150 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 I STRUCTURES" MENTIONED IN NOTE 2. �h W Z (n O $ ,- 30" DIA. LIMEROCK BASE COMPACTED TO A Z 0 Ow DENSITY OF AT LEAST W% OF THE MODIFIED Z N PROCTOR MAXIMUM DRY DENSITY (ASTM D 1531) V 0 W m WITH A MINIMUM LBR OF 75. (OPTIONAL) N� f.V 0 �\ \\\/ �\ �\�'\ \N STABILIZED 3UBGR4DE (NON -PLASTIC, to o W /\ MORSANIG, GRANULAR SOIL COMPACTED TO A Z� /\\\j\\j/\\j\\j DENSITY OF: AT LEAST W% OF: PROCTOR OC/) j/ \\j\\j/\\j/\ MAXIMUM DRY DENSITY (ASTM p 531) AND V N/ N,\/�/\ \\ \\ /�/\�//\�/ STABILIZED TO A MINIMUM OF LBR OR 40. \\\ \\ \\� ° is \\\\\\\\\\ GUSSET BRACKETS NOTE: CONTRACTOR SHALL SUBMIT SHOP //\//\\//\\ DRAWIN65 FOR APPROVAL PRIOR TO \ FABRICATION ON ALL RAILINGS (9)4' H I uH POOL FENCE SEAWARD OF THE COOL SCALE: 1/2"=1'-0" eEAcH i 0 J 'T r O c � 0- N i TEMP. SILT B RRICA E/ CONSTRUCTIO FENC I FROM LAND ARD SIDE F SEAWALL TO CCCL _--- WOOD ------------------------------------ — _-- WALK ------- ---------- --------------TTI 1—i1 _II1I1I -- ——__.. - __—_-----____— SLI—I _1J 0 CI) 0 z COMMUNITY DEVELOPMENT APPROVED S I T E i' L A N -g aFFICECCPY SCALE: I"=10' -O" ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PAGE 51 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING HE5TERLY OF THE ER05ION CONTROL LINE A5 ESTABLISHED BY PLAT BOOK 55, PA6E5 5a, 5aA AND 515 OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN NIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-I0 MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO NITH5TAND THE NIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 150 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 I STRUCTURES" MENTIONED IN NOTE 2. �h W Z (n O $ ,- Z 0 Ow dzil Z N m0 V 0 W m Q N� f.V 0 0 8 102S to o W O !K. Z� co cd OC/) co cd V o �q 0 $ ,- O LO r. 100 0 �,� C\2 U U 8 102S ON 03 og olo Cr) co cd gg co cd o �q op o ° is b; 11 0 0 Q o �° 8 • QaRE g pao ° a° Cyd° g o O4 x o a a01, 8 o acQ U� 00 t1 OiOi O z F—I W D c CHECKED BY: °ATE' 10/24/17 SCALE - I /30/18 O LO 100 C\2 U U F--�-I Cr) co cd co cd �9bO 0' x x z� O4 x a z F—I W D c CHECKED BY: °ATE' 10/24/17 SCALE - I /30/18 f 44ffE 476.58 N81 "57 DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81—A16. JULY, 1989. O fel m frl FTI F -F]0 > m m1 D z > FOUND 1/2" IRON ROD, NO CAP NORTHING: 2,186,890.5 EASTING: 530,656.0 Z PLAN REVIEW COMMENTS 4/4/16 RE# 164641-0000 O ITEMI O < z o n FT� cam► O 0O A -A C� y o Q0 c__ �`2 N rn Q0 > FT� 00O �Jv m FOUND 3/4"IRON ROD, NO CAP NORTHING: 2,186,840.7 EASTING: 530,658.9 ANGLE POINT OPPOSITE R-42 N O 0 FILL IMPORT N 52 Cu. qrds. PROCTOR MAXIMUM DRY DENSITY ASTMD 1531) GRADE BEAM 16 cu. qrcls. WITH A MINIMUM LBR OF l5. (OPTIONAL) fTl 68 cu. qrds. W SITE GRADING ~0O 196 C.U. yrds. OLD POOL AREA p° Oo ANGLE POINT a OPPOSITE R-43 j\\//\ l l \\ STABILIZED TO A MINIMUM OF LBR OR 40. O O� > 0) V J FOR PRIOR TO FABRICATION ON ALL RAI I D U7 r o(14 s p h O 1 iiiiii777 j I � q n -P O Sd z o cn is ys° rri ° � o 1-01 m +-94'-Ij" TO SEAWARD EDGE OF OUTDOOR 5HOWER PAVER PAD LOT 53 PLAN REVIEW COMMENTS 5/18/16 E#1 �b41-0000 1 111.6' OUT / FILL TABLE 30" DIA. LIMEROCK BASE COMPACTED TO A O OUT FILL IMPORT PILES 52 Cu. qrds. PROCTOR MAXIMUM DRY DENSITY ASTMD 1531) GRADE BEAM 16 cu. qrcls. WITH A MINIMUM LBR OF l5. (OPTIONAL) NEW POOL 68 cu. qrds. STABILIZED SUBGRADE MON-PLASTIC, SITE GRADING ~0O 196 C.U. yrds. OLD POOL AREA p° 148 cu. qrcls. REQUIRED FILL a 208 Cu. yrds. j\\//\ //\\//\\//\\//\\�/\\//v/\�/\\//\\/ \\ STABILIZED TO A MINIMUM OF LBR OR 40. STO Y F AME RE IDENE N 193 ENOI NEERS STRUCTURAL CRITERIA MAI' O\/ERRI DE SHOViN DETAILS. FOR STRUCTURAL AND RE I NFORG I NO INFORMATION, REFER TO ENOINEERINO SHEETS. I PAVER DETAIL 11, I� I ' I ' I ' I i i I i I I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' 21'-10" 1 1, 1 1 100'-6" 1 le W-0 j BENCH MARK: FOUND MAGNAIL & DISK (LB3672) NEAR EAST EDGE OF PAVEMENT OF BEACH AVENUE & 9.0' SOUTH OF SOUTH PROPERTY LINE @ 1927 BEACH AVENUE. FIFZ ISO N 2_0....8L_..N_A . V. D. (19 8 8) DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81—A17. JULY, 1989. NORTHING: 2186220.9 EASTING: 530133.1 RESIDENCE 25.3' NO, 1917 N 109 2" '7'-4"Ci1 LOT 51 �; 00 -P 1 .5' rn 0 FT `'- 0 29.5 O - 117-8 p Z � N O F_ J 01 00 0 V O -P 0-) ANGLE POINT �? OPPOSITE R-44 X TO SEAWARD EDGE OF ENCLOSED GARAGE N Z +-100'-II�" TO SEAWARD EDGE OF ENGL05ED S GTURE TO SEAWARD EDGE OF PAVERS TO SEAWARD EDGE OF P OL +-II6-11� TO SEAWARD EDGE OF PAVERS +-111'-04" TO SEAWARD EDGE OF BALCONIES i 01 +-122'-51/2" TO SEAWARD EDGE OF BREAK -AWAY G.M.U. SCREEN WAL +-135'-O�" TO SEAWARD EDGE OF FILL +-164'-2j" TO SEAWARD E �E OF POO FENCE III I , I I I 3 1 I- I, .I II I, I� I I, I , I , I , .I .I .I III , I: I INTER-LOCKIN6 PAVER SYSTEM SAND -FILLED JOINTS 1' - 1 1/2" CONCRETE SAND TO MEET ASTM 033 4" THICK LIMEROGK BASE COURSE COMPACTED TO A DENSITY OF AT LEAST 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 153"1) WITH A MINIMUM LBR OF -15. (OPTIONAL) 12" OF STABILIZED SU86RADE (NON -PLASTIC, INOR6ANIC, GRANULAR 501L COMPACTED TO A DENSITY OF AT LEAST 96% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1551) AND STABILIZED TO A MINIMUM OF L.BR OR 40. 099 � 0 °A-0 9 1� 0� INS 0 CO BEAD -BURIE1 S I Q J � N � FT� Q INSTALL 2'x8" IPE DECK JOISTS TIGHT AGAINST b"xb' POST. FASTEN N/ 6-12d RING SHANK STAINLESS STEEL NAILS EACH SIDE. 21x8' P.T. 5YP NO2 DECK JOISTS 0 Ib" O.G. z O N - Ipc 51MPSON H2S STAINLESS— STEEL HURRICANE CLIP N/ IO-IOdx(I) 6" STAINLESS STEEL NAILS AT EACH DECK JOI5T 6"x6" P.T. SYP No.2 P05T • 6'-0' O.G. EXCAVATE AND EMBED POST 4'-0" INTO EXISTING GRADE 2"xb" IPE DEGKIN6 N/ 2pce-MI0 x (3) 4",02 SQUARE DRIVE TYPE 316 STAINLESS STEEL DECK SCREWS AT EACH INTERSECTION 2'x8' IPE RIM BOARD. FASTEN N/ 3 ROW5 12d RING SHANK 5TAINLE55 STEEL NAILS • Ib' O.G., INTO THE END OF EACH DECK JOIST / \\ EXISTING GRADE r : �T/A 2"x10" IPE K BEAM. FASTEN TOSETHIER K/ ROWS 12d RING SHANK INLE55 STEEL NAILS • 12" O.G. GUT -IN (I) 8" SEAT INTO b'xb" POST TO RECEIVE HEADER BEAM. INSTALL 2pce 0' D HOT DIPPED GALVANIZED THROU&H BOLTS AT EACH BEAM TO P05T LOCATION BRONZE ANODIZED RAILING 1" 50. PICKETS O 5" O.G. 3" 50. POST I" x 2" BOTTOM RAIL %Xy\� U � 30" DIA. LIMEROCK BASE COMPACTED TO A O � DENSITY OF AT LEAST c_�6% OF T14E IFI ED 04 � PROCTOR MAXIMUM DRY DENSITY ASTMD 1531) Z ;s� I� WITH A MINIMUM LBR OF l5. (OPTIONAL) �00 //\ STABILIZED SUBGRADE MON-PLASTIC, ~ O ~0O I A IOF 9.9 p° DENSITY ATLEULASTR� Or- PROCTOR W a MAXIMUM DRY DENSITY (ASTM D 1531) AND j\\//\ //\\//\\//\\//\\�/\\//v/\�/\\//\\/ \\ STABILIZED TO A MINIMUM OF LBR OR 40. X U*� =1 Lu O� \\\\\\\\\\ 6UBSET BRACKE75 �\///\ j//\1/N NOTE: CONTRACTOR SHALL SUBMIT SHOP 0) 0�XI FOR PRIOR TO FABRICATION ON ALL RAI I 4' H 16H POOL LENGE SEWALRD OF THE GGGL 0 $ O° J T P. SILT B RRICA E/ C NSTRUCTIO FENCE FROM LAND ARD SIDE -------SEAWALL TO CCCL J WOOD WALK ---------------------- _ T T_ I—I -1 1 -----------J_LI_I�J F_ Z SITE F L A N -5 SCALE: I"=10' -O" ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PAGE 51 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING WESTERLY OF THE EROSION CONTROL LINE AS ESTABLISHED BY PLAT BOOK 55, PA6E5 K 5aA AND 5aB OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY. OFFICE COPY Wz (n O_ N Z OWNcn° U � r O � H 04 � Vow Z ;s� I� ILS o �00 w m ~ O ~0O � 8 9.9 p° 01 W a 'chi Zcf) ('� X U*� =1 Lu O� O z0 0) 0�XI U <OL ci Lu LO CQ �c ro Q)� o °' o� LO W cd C � O � :55 o � pa ilos ;s� I� o a I ga O O � 8 9.9 p° 01 a °q ('� X U*� =1 Lu ri O z0 0) 0�XI .5 <OL ci Lu 0 $ O° s p h O 1 iiiiii777 j I � q s 40 a�g° Sd fig: °8 oions o 0 is ys° � ° � o 1-01 Ua °° M-8 � d O MFo LO CQ �c ro Q)� o °' o� LO W cd C � O Ln 0 0 C\2 O O co cd co C, —r ('� X U*� =1 Lu 0) ) w <OL ci Lu zt o� o a LO CQ �c ro Q)� o °' o� LO W cd C DRAWN BY: KBG/BV GFfEGKED BY: DAA' 10/24/11 50ALE: JOB NUMBER. 5585 REVISED: Lu Q O O Lu LL C, —r ('� X U*� =1 Lu V 1 Lu V <OL ci Lu 11r-< Lu O DRAWN BY: KBG/BV GFfEGKED BY: DAA' 10/24/11 50ALE: JOB NUMBER. 5585 REVISED: — — — — — — 25 NIC 41WA "NICHISHAKE-FIBER CEMENT" SIDING STANDING SEAM METAL ROOF CUPOLA - CUP28X596LSM PART OF THE "William E Pool" COLLECTION n MIN V i�r Mimi MR ■ ■ ■ 0 � ■ N 11 ■ ■INN 11111111 IN 1111111111 1 11 11111111111111111 111 11111111111111111 N PK 12 25 EXPOSED RAFTER TAILS EAVE OVERHANG 11/4" WD. FRIEZE o/O 11/4" WD. FRIEZE 3 W/ MOULDING COL. BASE v I - COL. CAP j 5 MIN I I I I I i'_'��i,-_--_-�i�--_--moi"-,--moi'-'_"i 8x8 COLUMNS STV a. RAFTER --- "'•:•�r!E.yf.7i.' -------- 36"14. WOOD RAILING Z v r` Co cd NTE141EDIATE RAILS Oho 1-1 UNCO SHALL NOT ALLOW 0) Z N T PASSAGE OF A 4" 61 (102 mm) OR MORE C o DIAM. SPHERE (TYP) TAILS O COL. BASEI ii - � I I Ir •r I PIM NUNN—,- 11■�- _..��I�ml �Illrl�•.__-3 I I11�111 11 `"' _- _..1/Im111 �Illm\�■._- �\, _- �11�IC- �_- ' ---_ I I: _■.�/ mem �nm�n����.._ _ • 11 � �1,�%=II�I�illrl�llln�lll � .11�lll�l _..�/1 — X111. . � � ,il/1 ■ � �•■•■1-,■•■��.\ �`' _..�. _....I im Imi��■.■_ �' m�mmmmn ili■Illilin'�'mimi OMNI 1 �_ I r 1 t - - - - ; --�. 1 �. 1 1 u 1rl■m�l■Illml Im111111�I11r11 ® O - - - - li i�i�llrl■II �Il�u � � �=----:��- - - - - - III�I■I■!�'■'!!�!-�'�■!"IJ�'11�111�1 ■■■1■�■■■1■1■■■1■1■■■1■1■■■1■�■■■Irk■■■1■�■11■1■r1�■■1■1■■■1�1■■■1■ ■■■' — ■ '■"' ■ —■'•� � ■ • -- . Q I�mI mlrm■■■I.n..m■■�■m■..1.�■..1.1■m■tlmldlm�llm�mm _ _ �fiul I Imp= lrlrll II � 1�11111�1111�11m�Illli�1�111m - - - - - - --11■1�"'11 mn m■nminiIlm Imllll�l■Illl�l�lllmnllrl� m Immlmr� m� — :.oilmm"m�'„m''� � mm � , rmemlmmmilm�r � Inl�l ,� Illnl �mll � mnlmrmmlilmrl �����"� Im�ll�� ��innm�ni � � 1r1�11 11 �mllm�llll�l�lll�l� 111�11� ���� E:! • � � • 11.■■. IIT ♦ m � '� 11m1r1m�lm■ Illlmlllll� Illl�ll � � 1I�11ir1� t;��� • • • - . _ ' I X11mini - - Il�l�llm�llm■iln �1 j j11j - ' 1�1 = I ' -_ "11��1111 � m I�Ilrl�l■� ����I�IL USE n �■"' .. .- _ -- III - - - ��I■1� �1 •' -, - _ — _ +' I • . • � I Inl�illl I (III I I I I I I� I I . al �! � �i �I I i - ; III i `0 � �-'-----■-_---•--_- � --- /-II-I. -- - - --- ��=71■I� ■ 1 ■ 1■ 1 1 i■ 1 C. 1■ 1 ■ 1 i■ 1 ■■ i■ 1 1T�ilvha�i�si��©�i■i-��CCi�l�.�i?i EWE, �— :� - _ © . / ' 1�'I'Il�li �© �� M■Y`� 1\/�1�`•`1�/Ild■r1�Y■11\I■I�Y■1�11■�■■■YrA.YI�1 - :. 4 11111111111111111 '� ���� II`��• .. .•. 9 ii�E !�;�I��I�I�l�lal�l�Is .�..- �n•. IIIII _ m; Mil ma M'�'I.I!■ I■il■I■ Iil�� 12 14 MIS Ir 7r PLAN REVIEW COMMENTS 9/4/16 ON ITEM 9691-0000 6OUTH E L E VAT (EXTERIOR LIGHTING AND WINDOM TO B , TURTLE FRIENDLY) STri*' ;NG SEAM METAL ROOF CUPOLA - CUP28X59SLSM PART OF THE "Wllllam E Pool" COLLECTION 12 12 4F— 14 11/4" WD. FRIEZE o/ O 11/4" WD. FRIEZE 3 w/ MOULDING BRACKET (TYP. s GABLES)O NICHIHA "NICHISHAKE-FIBER CEMENT" SIDING ME KIRK'S W.I C. CL OS• 8'-I I/8" CEIL. � - RAR D 2x2 FLATffM 0/ RAISED HALL CEIL BELOW - 12 4j 12 nmlm �- 12 12 251 12B __..1■1/��I1111■1■11 11■1■1■1■1■1■1!a■._. �i_�_ n���1��f1i��1�1�1ii11�1� Ilili�l���il�lilil�l ■1.1.-. 1 , I■ � ii�1■c Irr�1■1■� I -- - 0� a 12 25 — — — — — — EXPOSED RAFTER® ;RWAhIn TAILS 1'-S" I EAVE OVERHANG L. BASE @ 3/4" In o/ S 3/4" In o/ 2 1/4" x 3/4" P.T. BD. 1" x II V4" HARDIE TRIM BD. - x 3/4" P.T. BD. Z 1"x111/4'HAM) 1 1/2" WHALLERW o/ c) ------------------ Z 0 COL. CAP 15 r` 8x8 COLUMNS Z 36'R WOOD RAILING 8x8 COLUMNS INTERMEDIATE RAILS �IdJ SHALL NOT ALLOW W PASSAGE OF A 4" INTERMEDIATE RAILS (102 mm) OR MORE 0 DIAM. 5M -ERE (TYP) LU COL. BASE , (o - V I 1 I 1 1 I 1 . 1 I 3/4" In o/ S 2 1/4" O �O V x 3/4" P.T. BD. I" x 111/4' HARDIE TRIM BD. Z 3 3_H ------- '--- ------ -- = I i INTEGRATED AVERAGE --------------- ------------------------------ --------------------------- ----------- I -- 1951 NAVA------ PLAN REVIEW COMMENTS BREAK -AWAY C.M.U. SCREEN WALL ITEM '3 PARGE COAT STUCCO (IN FOREGROUND) ii r----- 1 ii �/�I 9'-1 1/6" CEIL iii i i ii i • EST15ULE I L____J I 1 8'46" CEIL. 12 2B� 44 BEAMS -� 2x4 BEAMS OWN 'S 53 1)w 'IF -T-1,11 -- - -pp I I S111 Ttl -- - UI 51/2" FASCIA Ib dp. ' BUILT -N SLOPE Y CEIL I I w/ BEAM -- - --------------- - ca BRACKET (TYP. e GABLES)O - ❑ ; ❑ �4 I1111 11 Hill111111 111111 m> 9" WD. OR ' EXPOSED RAFTER®C i ROSSHEAD - - 8x8 8x8 TAILS ST WEIST ENTRY I SHOUTER I I F- CORED -�� ST ATH -1 - ■ - ,v8" c I . l0' -I I/8" IT 10'-11/8" CEIL. D INING I I I I/8 CEIL. I VS I KITCHEN BEYOND O PLUS STEPAW :il 10-11/8" CEIL. w/ BEAMS x u 36"H. UID. RAILING I 0 DETAILS BY fi �7 INTERMEDIATE RAILS 13 0 0 AR BE 4 10 1/8" CEIL. ' SHALL NOT ALLOW ' AILS BY ' DETACI S gBEYOND w/ BEAMS - O PASSAGE OFA 4" I ❑ ❑ip 14' WD. TOR IFYPON TRIM (102 mm) OR MORE DIAM. SPHERE (TYP) 11 CAB. DESK,IER ETE Hill 5 I/2" x 5 I/2" POSTS t ----- _j - - -, 4' x /4H " P 50._@ FOUR CAR GARAGE TRIM BD.it -1 1/8 CEIL. r -O VE - - - -- PLUS STEPDN Y - BRACKETS (SMALL)2 1 Ill -11/8" CEI - BEACH LIGHT - - PLUS STE PAVERS ❑ I� suBSTRATE tE ,1-3 1r OR AME —1ao 1 -1tlJ f f 1- 9'-1 1/8" CEIL POOL STOP, CLUE ROOM T I �1� m V-1 1/8" CEIL I TANKLE% GAS , STEEL SUPPORT COLUMN WAS COMMUNITY DEVELOPMENT APPROVED 12 --- 2.5 1 --------------------------------------------- - 2 EXPOSED RAFTER TAILS ROLL DOWN HURRICANE SHUTTERS t4G CEIL. 48 BE;w1S 3/4" x 5 1/2" In DECKING o/ EAvE OVERHANG 11/2" WHALLER3 o/ WATER PROOFING MEMBRANE o/ 3/4" EXTERIOR GRADE PLYWOOD o/= 2x12 FLR. SYS. (TAKER TO EaCT� 0 T* CEIL.- 3/4" In o/ 2 1/4" x 3/4" P.T. BD. 1" x II V4" HARDIE TRIM BD. - 4x8 BEAMS Z 3/4" x 51/2" In DECKING o/ 1 1/2" WHALLERW o/ c) WATER f'ROOFNG MEMBRANE o/ Z 0 3/4" EXTERIOR GRADE PLYWOOD o/ r` 2x12 FLR SYS. (TAPER t0 EXT) Z 04 04 8x8 COLUMNS 1 6) W m INTERMEDIATE RAILS 0 0 SHALL NOT ALLOW LU L)O PASSAGE OF A 4" V I 1 I 1 1 I 1 . 48 BEAMS 5' DIA SPIRAL STAIR _ tfJ CAL. BASE 11 1 -- 3 0 0 1 1 : ------------- I I INTEGRATED AVERAGE VD --------------------------i-�r�--------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1951 NA -- C P6AN REVIEW COMMENTS 1, 6 c fR 0 5 5 6 E -34 17EM � ON A :A G T 1 ®TURTLE: FRIENDLY LICsI-ITINCs FIXTURES, SE:E: ALSO SHEETS AIS, AI6, AND Ali PLAN REVIEW COMMENTS 3/18/16 REQ 169691-0000 ITEM 5 11 q" j? 3/4" In o/ 3/4" In o/ ORN,41"IENT�L DET,4IL8:1 �1 -I� 2 1/4" x 3/4" P.T. BD. o/ 21/4" x 3/4" P.T. BD. o/ 52" ALL DETAILS ARE NOMINAL AND SMALL - - EXTENDED ESCAPEHALLER EXTENDED ESCAPE) N.,_� -__� -1 1/2" x 11/2" P.T. TRIM BD. (FOR WATER ESCAPE) o/ (FOR WATER ESCAPE) o/ BE SUPERSEDED BY THE 1x8 TRIM _IN _ _ir, PEAL 4 STICK EPDM TAPE o/ PEAL 4 STICK EPDM TAPE o/ -xv 2,-0„ 52" TRIM CONTRACTOR'S SPECIFICATIONS - ��� � ry —I" x Il 1/4" HARDIE TRIM B '. METAL DRIP EDGE o/ METAL DRIP EDGE o/ _ -� - _� WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE __� __� -rte I" x II 1/4" HARDIE TRIM BD. T 4 I" x 1 1/4" HARDIE TRIM BD. - L - _ _ r MOULDING �� II II II 11 _ IP —� F2- � 511 1x8 TRIM 111 1a° 1 t 4 G� 3/4 x 3 1/2 HARDIE TRIM BD. 3/4 x 3 1/2 HARDIE TRIM BD. - - 1 - I�1 �II III 3 l �II '4 " o �" = 3 FRIEZE EXPOSED RAFTER TAIL 5 B�4ND BAND AT BALCONIES BAND AT B>4LCONIES S BEAM SHED ROOF g BEAM STAIR JULIETTE BALCONY i - WOOD OR FYPON WOOp PT. o/ HARDIE TRIM P.T. o/ HARDIE TRIM P.T. o/ HARDIE TRIM CEDAR CEDAR 1� (L M N N I I 11.511 - - _ „1 11_511 6, I„ •t dl r -iv f 71 BRACKET 2 BRACKET (SMALL) 111 4-111 I CEDAR CEpAR CROSS HEAD II WINDOW TRIM 12 WINDOW SILL 13 POST CAP POST BASE 5 COLUMN CAP COLUI�'111 BASE COLUMN BASE PLAN REVIEW COMMENTS 3/18/16 FYPON FYPON FYPON REO 169691-0000 ITEM 5 51,1 2 fr ADDITIONAL NOTES: I) THESE PLANS ARE: DESIGNED TO BE IN COMPLIANCE WITH THE: STANDARDS ESTABLISHED IN SECTION 628-33.001 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-10 "MININMUM 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. I 3/4" IPE o/ 2 1/4" x 3/4" P.T. BD. o/ EXTENDED WHALLER (FOR WATER ESCAPE) o/ PEAL 4 STICK EPDM TAPE o/ METAL DRIP EDGE o/ WATERPROOFING MEMBRANE I" x 111/4" HARDIE TRIM BD. BEAM PER ENCS. SMOOTH SIDING o/ 1/2" STRUCTURAL SHEATHING o/ SOFFIT FRAMING BAND AT BALCONIES S P.T. o/ HARDIE TRIM 3/4" In o/ 2 1/4" x 3/4" P.T. BD. 1" x II V4" HARDIE TRIM BD. - o LO Z Z N 1 c) DOWN Z 0 HURRICANE SHUTTERS -COL. CAP @ r` _ Z 04 04 8x8 COLUMNS I Lu 36"H. WOOD RAILING d)w W m INTERMEDIATE RAILS 0 0 SHALL NOT ALLOW LU L)O PASSAGE OF A 4" V (102 mm) OR MORE DIAM. SPHERE (TYP) 1 I q q �O V - ca. BASE 1(0 _ - - -� --------- Z 0 0. ------------- 3/4" IPE o/ 1/4" g eee 0-e1i 2 x 3/4" P.T. BD. 1' x 11 V4' HARDIE TRIM BD. L ROLL DOWN Ha HURRICANE SHUTTERS 1 -- 3 0 0 1 1 : ------------- I I INTEGRATED AVERAGE VD --------------------------i-�r�--------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1951 NA -- C P6AN REVIEW COMMENTS 1, 6 c fR 0 5 5 6 E -34 17EM � ON A :A G T 1 ®TURTLE: FRIENDLY LICsI-ITINCs FIXTURES, SE:E: ALSO SHEETS AIS, AI6, AND Ali PLAN REVIEW COMMENTS 3/18/16 REQ 169691-0000 ITEM 5 11 q" j? 3/4" In o/ 3/4" In o/ ORN,41"IENT�L DET,4IL8:1 �1 -I� 2 1/4" x 3/4" P.T. BD. o/ 21/4" x 3/4" P.T. BD. o/ 52" ALL DETAILS ARE NOMINAL AND SMALL - - EXTENDED ESCAPEHALLER EXTENDED ESCAPE) N.,_� -__� -1 1/2" x 11/2" P.T. TRIM BD. (FOR WATER ESCAPE) o/ (FOR WATER ESCAPE) o/ BE SUPERSEDED BY THE 1x8 TRIM _IN _ _ir, PEAL 4 STICK EPDM TAPE o/ PEAL 4 STICK EPDM TAPE o/ -xv 2,-0„ 52" TRIM CONTRACTOR'S SPECIFICATIONS - ��� � ry —I" x Il 1/4" HARDIE TRIM B '. METAL DRIP EDGE o/ METAL DRIP EDGE o/ _ -� - _� WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE __� __� -rte I" x II 1/4" HARDIE TRIM BD. T 4 I" x 1 1/4" HARDIE TRIM BD. - L - _ _ r MOULDING �� II II II 11 _ IP —� F2- � 511 1x8 TRIM 111 1a° 1 t 4 G� 3/4 x 3 1/2 HARDIE TRIM BD. 3/4 x 3 1/2 HARDIE TRIM BD. - - 1 - I�1 �II III 3 l �II '4 " o �" = 3 FRIEZE EXPOSED RAFTER TAIL 5 B�4ND BAND AT BALCONIES BAND AT B>4LCONIES S BEAM SHED ROOF g BEAM STAIR JULIETTE BALCONY i - WOOD OR FYPON WOOp PT. o/ HARDIE TRIM P.T. o/ HARDIE TRIM P.T. o/ HARDIE TRIM CEDAR CEDAR 1� (L M N N I I 11.511 - - _ „1 11_511 6, I„ •t dl r -iv f 71 BRACKET 2 BRACKET (SMALL) 111 4-111 I CEDAR CEpAR CROSS HEAD II WINDOW TRIM 12 WINDOW SILL 13 POST CAP POST BASE 5 COLUMN CAP COLUI�'111 BASE COLUMN BASE PLAN REVIEW COMMENTS 3/18/16 FYPON FYPON FYPON REO 169691-0000 ITEM 5 51,1 2 fr ADDITIONAL NOTES: I) THESE PLANS ARE: DESIGNED TO BE IN COMPLIANCE WITH THE: STANDARDS ESTABLISHED IN SECTION 628-33.001 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-10 "MININMUM 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. I 3/4" IPE o/ 2 1/4" x 3/4" P.T. BD. o/ EXTENDED WHALLER (FOR WATER ESCAPE) o/ PEAL 4 STICK EPDM TAPE o/ METAL DRIP EDGE o/ WATERPROOFING MEMBRANE I" x 111/4" HARDIE TRIM BD. BEAM PER ENCS. SMOOTH SIDING o/ 1/2" STRUCTURAL SHEATHING o/ SOFFIT FRAMING BAND AT BALCONIES S P.T. o/ HARDIE TRIM °RAwN BY: KB6/BY C.HEGKED BY: DATE: 10/24/11 SCALE: 1/4"=1'-0" JOB NUMBER. rJ883 REVISED: DV49 NO: A5 � IS U o LO Z Z ♦♦W V♦ c) co co Co Z 0 U CD r` _ Z 04 04 V°W I Lu z W m 1.6. 0 0 (n LU L)O ZU) V U_ cn q q �O V a Z °RAwN BY: KB6/BY C.HEGKED BY: DATE: 10/24/11 SCALE: 1/4"=1'-0" JOB NUMBER. rJ883 REVISED: DV49 NO: A5 � IS U o LO Z 0 C\2 U U H co co Co q oy�$ o� Qo o MTi I Lu z 1L O - a O ~ r 71 71 T�om' lJ � z V U_ 0 a� q q it o a a Z 0 0. O O o eee 0-e1i L Ha c� 0 o w 0 :90 O 39 UU A° t O =00 b i5 p 0 p t70 -Stlp0 g0.�0 P� °tlOY. LOO co Io X70�7q °1450 0045 p ° a -o tlo° -go O jl O a .C71 Qd .. ppN U tltl .9. Od U 4 10 9'k O °RAwN BY: KB6/BY C.HEGKED BY: DATE: 10/24/11 SCALE: 1/4"=1'-0" JOB NUMBER. rJ883 REVISED: DV49 NO: A5 � IS U o LO Z 0 C\2 U U H co co Co V O I Lu z 1L O - a O ~ r 71 71 T�om' lJ � z V < L w 8 Q L .N CQ c� co 0 o w OLu T-+ U O '> O LOO co °RAwN BY: KB6/BY C.HEGKED BY: DATE: 10/24/11 SCALE: 1/4"=1'-0" JOB NUMBER. rJ883 REVISED: DV49 NO: A5 � IS L Q V O I Lu F-- 1L c ~ r [ � � Lu !S V < L OL < c� LuV OLu O Lu O < °RAwN BY: KB6/BY C.HEGKED BY: DATE: 10/24/11 SCALE: 1/4"=1'-0" JOB NUMBER. rJ883 REVISED: DV49 NO: A5 � IS EXPOSED RAFTER TAILS 11/4" WD. FRIEZE o/O 11/4" WD, FRIEZE 3 w/ MOULDING EAVE OVERHANG 2'-011 r 11/2" x 11/2" P.T. TRIM BD. o/ O I" x ll 1/4" HARDIE TRIM BD. vt I PLAN REVIEW COMMENTS 9/4/1(o RE« 169691-0000 ITEM 03 12 25 12 —125 ROOF N FOREGROUND -� L 8x10 --7 2'-0" . RAKE OVERHANG r/7 NICHIHA "NICHISHAKE-FIBER CEMENT' SIDING i 9(WD. OR FYPON O CROSSHEAD ,ti +-40"4. WD. RAILING `t INTERMEDIATE RAILS SHALL NOT ALLOW PASSAGE OF A 4" c102 mm) OR MORE DIAM. SPHERE (TYPJ 5 I/2" x 51/2" POSTS 14 ---- 3/4'IPEo/----� _ 2 1/4" x 3/4" P.T. BD. 0 1" x 1 V4' HARDIE TRIM BD. ' BEAM ® cn 3/4'x 3 V2' HARDIE TRIM BD. i CEIL TRIM OF BALCONY BRACKETO L = THEATER F01 ER V-1 1/8" CEIL. V-1 I CEIL. - STORAOE-I �t V-1 1/8" CEIL. VOID _ PLUS STEPDN. ' -- -- rII m PLAN REVIEW COMMEN S 9/4/Ib114 RE# 16%,31-0000 T ITEM 04 GIR056 5ECT ION 5s5. II II Il II\ �2'-0"RAKE EXPOSED RAFTER O�° .a KAREN'S W.11C. VLT. CEIL. T-41/1" TO 64" EXPOSED RAFTER O ---- , 12 TAILS I II II II ------ II II II -BRACKET C° 12 —125 ROOF N FOREGROUND -� L 8x10 --7 2'-0" . RAKE OVERHANG r/7 NICHIHA "NICHISHAKE-FIBER CEMENT' SIDING i 9(WD. OR FYPON O CROSSHEAD ,ti +-40"4. WD. RAILING `t INTERMEDIATE RAILS SHALL NOT ALLOW PASSAGE OF A 4" c102 mm) OR MORE DIAM. SPHERE (TYPJ 5 I/2" x 51/2" POSTS 14 ---- 3/4'IPEo/----� _ 2 1/4" x 3/4" P.T. BD. 0 1" x 1 V4' HARDIE TRIM BD. ' BEAM ® cn 3/4'x 3 V2' HARDIE TRIM BD. i CEIL TRIM OF BALCONY BRACKETO L = THEATER F01 ER V-1 1/8" CEIL. V-1 I CEIL. - STORAOE-I �t V-1 1/8" CEIL. VOID _ PLUS STEPDN. ' -- -- rII m PLAN REVIEW COMMEN S 9/4/Ib114 RE# 16%,31-0000 T ITEM 04 GIR056 5ECT ION 5s5. STANDING SEAM METAL ROOF - 12 �r-m---7r----n-�r- SHEAD- 36�H. WD. RAILING L INTERMEDIATE RAILS SHALL NOT ALLOWW-" PASSAGE OF A 4" (102 mm) OR MORE DIAM S1i�RE (TYP) I����I ��II I�� 8 6 V a u1v. v1c r I rv1� 5 I/2 SILL TRIM 1 4" WD. OR FYPON TRIM 11 COVERED BREEZEWAY 11'-1 1/8" CEIL. PLUS STEPDx PAVERS o/ SU56TRATE STUCCO VENEER V2'-0" OVERHANG ' �r 12 I N S I I vn, u 11 11 111 II 'ITS" I OVERHANG I I I II II II II II yt ----------------- 4'w. GATE ------------- PtAt� VI�II�GG k�f$9/fib--------------------------------------------------------------------� --- NI R�Ilzg .l _YI2 REQ 169691-0000 m ITEM'4 (, PLAN REVIEW COMMENTS 9/4/16 REO 169691-0000 ITEM #3 fR 0 5 C T 1 O N ID STANDING SEAM METAL ROOF II II Il II\ �2'-0"RAKE EXPOSED RAFTER O�° .a I EXPOSED RAFTER O ---- , 12 TAILS I II II II ------ II II II -BRACKET C° o p� ax BRACKET (TYR • GABLES)O - TAILS ;. ; 4 25 11/4" WD. FRIEZE o/O g 11/4" WD. FRIEZE 3 z� �D = w/ MOULDING - - --- , . I ---- ------- 8tl EXPOSED RAFTER r; °o.°O 0 I, TAILS J aCIO NICHIHA 'NICHISHAKE-FIBER vo 00 CEMENT" SIDING Cl 12 �i BRACKETO 11/211 x 11/2" P.T. TRIM BD. o/ O tl yaQ {' tl 0 o ce h O I" x 11 1/4" HARDIE TRIM BD. - -- ----------- O EAVE OVERHANG 12 '4 31/2" x 31/2" POSTS C\2 co Qom- i GATE 12 12 BREAK -AWAY C11.U. SCREEN WALL w - Z PARGE COAT STUCCO �–+ U i --i STANDING SEAM METAL ROOF - 12 �r-m---7r----n-�r- SHEAD- 36�H. WD. RAILING L INTERMEDIATE RAILS SHALL NOT ALLOWW-" PASSAGE OF A 4" (102 mm) OR MORE DIAM S1i�RE (TYP) I����I ��II I�� 8 6 V a u1v. v1c r I rv1� 5 I/2 SILL TRIM 1 4" WD. OR FYPON TRIM 11 COVERED BREEZEWAY 11'-1 1/8" CEIL. PLUS STEPDx PAVERS o/ SU56TRATE STUCCO VENEER V2'-0" OVERHANG ' �r 12 I N S I I vn, u 11 11 111 II 'ITS" I OVERHANG I I I II II II II II yt ----------------- 4'w. GATE ------------- PtAt� VI�II�GG k�f$9/fib--------------------------------------------------------------------� --- NI R�Ilzg .l _YI2 REQ 169691-0000 m ITEM'4 (, PLAN REVIEW COMMENTS 9/4/16 REO 169691-0000 ITEM #3 fR 0 5 C T 1 O N ID STANDING SEAM METAL ROOF --- --- 3/4" IPE BEAM o/ 0 ■�H U100D 2 1/4" x 3/4" P.T. BE). �1 INTERMEDIATE RAILS I' x 1 V4' HARDIE TRIM W. 0 11 11 SHALL NOT ALLOW _® ILI L11PASSAGE OFA 4" 3/4"x 3 1,12" HARDIE TRIM BD. y OR - - - - - - - - - - - - - ( DIAM )SF'RE TYP) CEIL TRIM OF BALCONY 1 O ------------------ 2 2 2 2 --- BRACKET 1 - I 11 11 1111 11 Hill I ---- - Milt It PLAUREVJEW_COMMENTS 514116L 1 1/2' x 11/2" P.T. TRIM BD. o/ 911 WD. OR FYPONREO 169691-0000 1" x 11 1/4" HARDIE TRIM BD. O CROSSHEAD I -�� COVERED Y 4" WD. OR FYPON TRIM BREEZEWAY -iao 11'-11/8" CEIL. PLUS STEPDR WD. OR FYPON _ 4'w. GATE PAVERS o/ 5 1/2 SILL TRIM 12 SUE38TRATE STUCCO VENEER r - ---- T- - -- - --- - - - ---- _tjz..4>>LNe� _�--------------------------- -------------------�--- ------ ------------- PLAN REVIEW COMMENTS 9/4/16 I all -114' RE' 1(09691-0000PLAN REVIEW COMMENTS 9/4/16 ITEM 13 11311 ' 1 69691-0000 r GIR055 sG. 1t STUCCO LCE, WALLS ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PORTLAND CEMENT ASSOCIATION, ASTM STANDARDS - C'32ro-98a, C926, A22.2, CS32-03, C1063-03, C1328-00, AND THE FOLLOWING 1) DIAMOND MESH LATH WITH GRADE D FELT SHALL OVERLAP A MINIMUM OF 2 INCHES. LATH SHALL BE ATTACHED OVER FOAM ICF COVERING WITH FASTENERS THAT PENETRATE CONCRETE FORM FURRING STRIP NOT LESS THAN 11/41NCH AND SPACED NOT MORE THAN 8"x8" OR 8"x12" ON CENTER. 2) LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS. FLANGES OR ACCESSORIES AND SHALL BE SECURED TO THE FACE OF THE PLASTER BASE OF NOT MORE THAN 8 INCH INTERVALS. FELT TO BE INSTALLED BEHIND ALL CONTROL JOINTS. 3) EXTERNAL COMER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. WHERE NO EXTERNAL CORNER BEAD IS USED, LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FURRING SUPPORT ON I.CF. CONSTRUCTION. 4) CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT MORE THAT 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS, I.E., CEILING=S, CURVES OR ANGLE -TYPE STRUCTURES. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED: AT THE CEILING FRAMING, WHEN FURRING= CHANGES DIRECTION, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE (I.E. AT THE BASE OF AN EXTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). 5) IN WALLS OR PARTITIONS, DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. (o) FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL I.CF. EXTERIOR WALLS. THE NOSE OF THE SCREED SHALL BE PLACED NOT LESS THAN (o INCHES ABOVE RAW EARTH OR 4 INCHES ABOVE PAVED SURFACES. THE WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL ATTACHMENT FLANGE AND TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE. 1) PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED IN COATS OVER: ICF CONSTRICTION: FIRST (BROWN) COAT 3/8 INCH THICK SECOND (SCRATCH) COAT 3/8 INCH THICK THIRD (FINISH) COAT 1/8 INCH THICK 8) PROVIDE AN EXTERIOR SEALANT. V-4° ��cv= '1 — I„ II CI1 /m/m 4114 BRACKET CEDAR o.o.o.o.�.o.o.� PLAN REVIEW COMMENtS 9/4/16 RE" 169691-0000 ITEM n MMDNIIY DEVEIOPM�Ni CD )�ppRoVED ♦♦W z ® TURTLE FRIENDLY LIGHTING FIXTURES, SEE ALSO SHEETS A15, AI&, AND Ali V♦ O ADDITIONAL NOTES: Z W o 0 04 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.00-1 � Z N FLORIDA ADMINISTRATIVE CODE_ O 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED U W IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-10 W m "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER n/ O O STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED li WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. Q () 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED V♦ w O AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION h OF THE Z � MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER O STRUCTURES" MENTIONED IN NOTE 2. V O � �2'-0"RAKE OVERHANG O�° .a `' x EXPOSED RAFTER O ---- , 12 12 OAS b A C° o p� ax � o O TAILS ;. ; 4 25 L g elUAZ z� �D I . I j - - --- , . I ---- ------- 8tl o r; °o.°O '�-- - I, 5 V2' FASCIA J aCIO vo 00 0 tlyep Cl 12 �i BRACKETO A U tl yaQ {' tl 0 o ce h O EAVE OVERHANG 12 '4 C\2 co Qom- i 12 12 p Z w - Z �–+ U i --i O � NICHIHA 'NICHISHAKE-FIBERHill III I I ,, , CEMENT" SIDING -- ---, ---- -IT-- -------- -IT -I ---- -IT --- ---- -rh. dJ I EAVE OVERHANG - - - - - - - +-40"H. WOOD. RAILING LiLi - - - - - --EDIATE-T'a•41LS- - - - - _ - - tt cD 1 1/4" WD. FRIEZE o/O 8x8 8x8Hill 11 1111 11 SHALL NOT ALLOW �I`t 11/4" WD. FRIEZE 3 21-011 PASSAGE OF A 4" w/ MOULDING EAVE OVERHANG - - - - -pl GU�� 5T 3 4h1 SPHERE ITYPJ I I / (A N 51/2" x 51/2" POSTS - L- Y � 10-11/8" CEIL.I/8" w/ BEAMS CEI . 14 STEPD O 0 --- --- 3/4" IPE BEAM o/ 0 ■�H U100D 2 1/4" x 3/4" P.T. BE). �1 INTERMEDIATE RAILS I' x 1 V4' HARDIE TRIM W. 0 11 11 SHALL NOT ALLOW _® ILI L11PASSAGE OFA 4" 3/4"x 3 1,12" HARDIE TRIM BD. y OR - - - - - - - - - - - - - ( DIAM )SF'RE TYP) CEIL TRIM OF BALCONY 1 O ------------------ 2 2 2 2 --- BRACKET 1 - I 11 11 1111 11 Hill I ---- - Milt It PLAUREVJEW_COMMENTS 514116L 1 1/2' x 11/2" P.T. TRIM BD. o/ 911 WD. OR FYPONREO 169691-0000 1" x 11 1/4" HARDIE TRIM BD. O CROSSHEAD I -�� COVERED Y 4" WD. OR FYPON TRIM BREEZEWAY -iao 11'-11/8" CEIL. PLUS STEPDR WD. OR FYPON _ 4'w. GATE PAVERS o/ 5 1/2 SILL TRIM 12 SUE38TRATE STUCCO VENEER r - ---- T- - -- - --- - - - ---- _tjz..4>>LNe� _�--------------------------- -------------------�--- ------ ------------- PLAN REVIEW COMMENTS 9/4/16 I all -114' RE' 1(09691-0000PLAN REVIEW COMMENTS 9/4/16 ITEM 13 11311 ' 1 69691-0000 r GIR055 sG. 1t STUCCO LCE, WALLS ALL STUCCO APPLICATIONS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE PORTLAND CEMENT ASSOCIATION, ASTM STANDARDS - C'32ro-98a, C926, A22.2, CS32-03, C1063-03, C1328-00, AND THE FOLLOWING 1) DIAMOND MESH LATH WITH GRADE D FELT SHALL OVERLAP A MINIMUM OF 2 INCHES. LATH SHALL BE ATTACHED OVER FOAM ICF COVERING WITH FASTENERS THAT PENETRATE CONCRETE FORM FURRING STRIP NOT LESS THAN 11/41NCH AND SPACED NOT MORE THAN 8"x8" OR 8"x12" ON CENTER. 2) LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS. FLANGES OR ACCESSORIES AND SHALL BE SECURED TO THE FACE OF THE PLASTER BASE OF NOT MORE THAN 8 INCH INTERVALS. FELT TO BE INSTALLED BEHIND ALL CONTROL JOINTS. 3) EXTERNAL COMER REINFORCEMENT SHALL BE INSTALLED TO REINFORCE ALL EXTERNAL CORNERS. WHERE NO EXTERNAL CORNER BEAD IS USED, LATH SHALL BE FURRED OUT AND CARRIED AROUND CORNERS NOT LESS THAN ONE FURRING SUPPORT ON I.CF. CONSTRUCTION. 4) CONTROL JOINTS SHALL BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQUARE FEET AND TO DELINEATE AREAS NOT MORE THAT 100 SQUARE FEET FOR ALL HORIZONTAL APPLICATIONS, I.E., CEILING=S, CURVES OR ANGLE -TYPE STRUCTURES. THE DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 10 FEET IN EITHER DIRECTION. AT A MINIMUM, A CONTROL JOINT SHALL BE INSTALLED: AT THE CEILING FRAMING, WHEN FURRING= CHANGES DIRECTION, AND WHERE EXPANSION AND CONTROL JOINTS OCCUR IN THE SUBSTRATE (I.E. AT THE BASE OF AN EXTERIOR WALL AND MONOLITHIC SLAB AND AT JOINTS IN CMU AND CONCRETE). 5) IN WALLS OR PARTITIONS, DOORFRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. (o) FOUNDATION WEEP SCREED SHALL BE INSTALLED AT THE BOTTOM OF ALL I.CF. EXTERIOR WALLS. THE NOSE OF THE SCREED SHALL BE PLACED NOT LESS THAN (o INCHES ABOVE RAW EARTH OR 4 INCHES ABOVE PAVED SURFACES. THE WEATHER RESISTIVE BARRIER AND LATH SHALL ENTIRELY COVER THE VERTICAL ATTACHMENT FLANGE AND TERMINATE AT THE TOP EDGE OF THE NOSE OR GROUND FLANGE. 1) PLASTER THICKNESS FOR STUCCO SHALL BE INSTALLED IN COATS OVER: ICF CONSTRICTION: FIRST (BROWN) COAT 3/8 INCH THICK SECOND (SCRATCH) COAT 3/8 INCH THICK THIRD (FINISH) COAT 1/8 INCH THICK 8) PROVIDE AN EXTERIOR SEALANT. V-4° ��cv= '1 — I„ II CI1 /m/m 4114 BRACKET CEDAR o.o.o.o.�.o.o.� PLAN REVIEW COMMENtS 9/4/16 RE" 169691-0000 ITEM n MMDNIIY DEVEIOPM�Ni CD )�ppRoVED ♦♦W z ® TURTLE FRIENDLY LIGHTING FIXTURES, SEE ALSO SHEETS A15, AI&, AND Ali V♦ O ADDITIONAL NOTES: Z W o 0 04 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.00-1 � Z N FLORIDA ADMINISTRATIVE CODE_ O 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED U W IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-10 W m "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER n/ O O STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED li WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. Q () 3) THE COMPONENTS AND CLADDING HAVE BEEN SELECTED V♦ w O AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION h OF THE Z � MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER O STRUCTURES" MENTIONED IN NOTE 2. V nR�,wN BY: KBG/BV C+fEGKE'.D BY: DATE: 10/24/11 sc,aLE: 1/4"=11_011 JOB NUMBER: >j883 REVISED: O � a ° agS1 an O�° .a `' x O �all, �go OAS b A C° o p� ax � o O O oa L g elUAZ z� �D O � O a73 � 0 8tl o r; °o.°O oo. q° .54JS J aCIO vo 00 0 tlyep Cl of A U tl yaQ {' tl 0 o ce h O nR�,wN BY: KBG/BV C+fEGKE'.D BY: DATE: 10/24/11 sc,aLE: 1/4"=11_011 JOB NUMBER: >j883 REVISED: O � Lo co C1 O Lu Q O co � co -dl 0 p O � ) a L LL elUAZ z� �D O � O a73 � 0 Lu 71 71 Cl Lu W Lo Q' C\2 co Qom- i Lu p Z w Z �–+ U i --i O � O Lo W cd nR�,wN BY: KBG/BV C+fEGKE'.D BY: DATE: 10/24/11 sc,aLE: 1/4"=11_011 JOB NUMBER: >j883 REVISED: Lu Q V � p O L LL elUAZ � 0 Lu Lu Lf < Cl Lu Lu p Z nR�,wN BY: KBG/BV C+fEGKE'.D BY: DATE: 10/24/11 sc,aLE: 1/4"=11_011 JOB NUMBER: >j883 REVISED: I I 1 CEDAR BRACKETS ABOV� II II I I I I I I I I I I ItII I I IIj I v I I I I I I I I I I I I I I 1 I L � I I I I I I I I I I I I I� I I q I- I Iv I I I I I I CEDAR BRACKETS ABOVE DRAFTSTOPPING SUSPENDED CEILING SUBFLOOR - FLOOR JOIST DRAFTSTOP MATERIAL DRAFTSTOPPING OPEN WEB FLOOR SYSTEM SUBFLOOR - TRUSS I DRAFTSTOP MATERIAL DRYWALL I� R302.12 Draftstopping. In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 1. Ceiling is suspended under the floor framing. 2. Floor framing is constructed of truss -type open -web or perforated members. R302.12.1 Materials. Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained. n I I I I I I I I I I I I I I I I I I I I I t I I I I I I I I I I I I I I t I GLEAN HELL COMPACTED FILL DOME TOP DOME TOP 8 4" STUCCO TRIM AT PIERS EX I I'-4"xl'-4" BREAKAWAY GONG. SLK. PIERS BEYOND 0 � b'-8" H. tt '� STUCCO FINISH ' 8" GMU BLOCK BREAKAWAY WALL 1 6-0" H. (NOTE: NO FILLED CELLS, /\\//\\//\�//,\ MOTOR JOI NT5 ONLY, ���\\:� NO REBAR) FTG5. PER EN6. / G.M.0 ESTATE SCALE: 1/2"=P -O" F I R 5 T II" I.G.I=. EXTERIOR WALL5 FLO 0 R PLAN INTERIOR LIVING AND ATTIC STORAGE SPACES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC, MATERIALS, INGLUDIN6 SPRAY FOAM, I.G.F., AND SIPS PANELS. GEILIN65 ARE TYPICALLY GON5TRUGTED WITH 6YP5UM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. 5PECIALTY GEILIN65 SUCH A5 COFFERED, BEAMED, AND DOME GEILIN65, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDING. AREA TABULATION Ist FLOOR HEATED 42'-0" 2nd FLOOR HEATED 1144 3rd FLOOR HEATED 51-0. MAIN HOUSE TOTAL HEATED 4956 QUIVER RM. HEATED 53'-b" 6UE5T WING HEATED 1230 TOTAL HEATED 64W S.F. TOTAL HEATED VOL" 5gq&2 CUFT. ENTRY I b'-0" COVERED BREEZEWAY 177 10'-0" 56 10'-011 116 STORAGE II' -O" 2'-6" 2'-6" 1056 15'-5 4' -II 15'-10 5q 6UEST WING UNCOVERED DECK ql I-1'-2 " 61 SOUTH GUEST COVERED BALCONY 15'-4" Ist FLOOR OCEAN 51DE DECK 8" 2nd. FLOOR OCEAN 51M 525 COVERED BALCONY O 3rd. FLOOR OCEAN SIDE 2:0. A 0 COVERED BALCONY 551 UNDER ROOF TOTAL 9781 .. 4 r1 8. z p 21-11" 10'-I" 2'-5 11 2 7'-114" 7'-11411 O� 8'-O" 8" 5'-8" 12" 4 10 Q � 2'-10" 2'-10" I EXI5TIN6 FENCE AT PROPERTY LINE EXI5TIN6 WOODf EAT PROPERTY LINE 4' GATE MOTORIZED STORM Hd ROLLER SHUTTER 3050 D.H. 5050 D.H. 3050 D.H. 5 1/2'w. 4060 T SOFFIT GATE _ _ j CANTILEVER ASV. D.H. - - - - - - - - - - - - E 3050 C� . (2) 5686 RN DOORS MOUNTED ON INSIDE PERIMETER BEAM VENT VENT HB - '-^ter--- H15 ---- I ---- - -----lr______________�f II r--------�r--------� I I I II I 1 ------ I 1________Jl____-----------, r- A.V. EQUIP. , -- STORAGE _ g l 1/8 GEIL. --- ELEVATED AIR COMP. I L-_ _____________ J T------ T-- I =-------------------' :_ ' -- 1 - ---- -- , = PORT LE T 1 r�pA _ -- _ I - _ - _ - - - - - - - �I 1 = I' I I - = ------- ----- - , I 6B 6B TANKLE55 T 6A5 WH. 6A5 W PLUS 5T7=i'DN. m u� 1 -Ic i5TAQ15ER.ED 2880 STI = _ 11 11-----------1 _ i 1 \1 I I I - 1 RUBBER ACOUSTIC MEMBRANE � --- -- 1 � � i i ------r i I I I I I I I �D iL � I I 5TEP5 ;p = Z 1 - I ® (�.{{. SL1 I TE 1 - u w/ (2) SHEETS OF 6YP. W. rA.-SASE __-- I I I I I I I _ _ _ _ 4x8 _ = J � I �/ _ O L2 - q' -I 1/8' GEIL. j V 0_--r- - ,, L1 I I _ I 20'-0311 '-14 _ 111 11 12 \ 3'-I I� 11 1 1 1_ 11 -0 ---------' 1 L (� W 4x8 j I II" - 4 I I 5 - I1 __-__====14==__=====7 \ 2 14 2 =T` 2, 2--- y-- ,' J _ WETBAR r 15 -10 I I o __-� -- -------i VDI . SPIRAL STAIR I FOUR GAR I�6E - I Icv _ -- i ------i ---� i i , i 1 i L rIn SOFFIT@II'-I B J TO I/8"GEIL. PLUS STEPDN. -Iry 1 N EIL. N. 3 - 11 11 11 2'- 9 I -I O 2 1_ " -' 2 O I TH A I 1 1---_ I j q' -I I/8'I GEIL40 J i ----, r'�-- ---�---U.G. L REF.5LP. I �_______�_-------y========a j - - - - - - - -_ - - - - - - I_ I I I/8 5 - I &YP.BD.WALLS TYPE X GYP. BD. GEIL. L� -' P - 0/ � 2880 `----------------- _ 411T. ! � 11 i ', �,O I it � it i i i i i '+ L______________J I I GAME 1 ---- _ -- ° _ 1 - --------1 \/ b E GO Y TLD I i O = STEEL SUPPORT COLUMN /� Bl: �� %I.I.G. I 1 / 1 1 I I L -_-_J - JI ( ( f r ',- --_-L-- % �O 1 I p I cV I p I PATIO I I L N g' -I I/8' EIL. $ q' -I I/8' IL. 2880 - l --_ / C� -1 I l -'•' � ; ; `` �r � \"~ - ROOM q' -I I/8' GEIL. ~ 1 - I �n I PLUS STEPDN. II11 _ 11 = 1 15'-a1 111 15'-1111 3' -II I�11 -i '-4" - 5'-I" I 4K/ 5 ' 1211 `A 1211 Ir -_ ; r BEAMS I I_ II -lVKv \ '-5111 I II 5'-I I 1 ' n 1_ 2'-1111 I_ 11 = -' 11 1_ 11 11 5 I 1_ 1 '� 1 13 -1 I ``'��./ ; ,_ , ; ; PLAN REVIEW COMMENTS 3/18/16 RE# 169691-0000 - ITEM #5 O �0 O V) r U WO OD (n 0 m --I O Z C) 0) Z W r z m 4' R302.12 Draftstopping. 0 In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, Ll 4x8 3rd FLOOR HEATED 1621 FLOOR JOIST ry O 252 6UE5'T WING HEATED 1230 - - - - = O O shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and O V) r U WO OD (n 0 m --I O Z C) 0) Z W r z m 4' PLAN REVIEW COMMENTS 3/16/16 RE# 1696960000 ITEM #5 MM D.H. 42'-0" Ed 411 15'-l02° 7'-11411 DRAFTSTOPPING SUSPENDED CEILING R302.12 Draftstopping. SUBFLOOF: In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, Ll 4x8 3rd FLOOR HEATED 1621 FLOOR JOIST 3080 a 252 6UE5'T WING HEATED 1230 - - - - = O TOTAL. HEATED VOL" 59982 OWL L shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and = � f^ a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: o-1 1. Ceiling is suspended under the floor framing. 111 I GYP. BD. WALL5 IIS SUBFLOOR - 2. Floor framing is constructed of truss -type open -web or perforated members. 1056 POOL EQUIPMENT RM. 15 TRUSS 8'x2-6' 15LAND GUEST WING UNCOVERED DECK 41 NORTH GUE5T COVERED BALCONY 81 DRAFTSTGP MATERIAL 81 8302.12.1 Materials. 51"1 2nd. FLOOR OCEAN 51DE 525 I K Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless 551 otherwise approved by the building official. The integrity of the draftstops shall be maintained. 9'181 RUBBERIZED TOP) QUI VER RIM K _ 1 1z off; � II -I I/6 GEIL. i � ■IFS I _ (HEATED AND LED) �� I C -41- ARD5T � ' � m O I� z 1 2020 F.6. 2020 F5 Iv I cV � O � I I PLAN REVIEW COMMENTS 3/16/16 RE# 1696960000 ITEM #5 MM D.H. 42'-0" Ed 411 15'-l02° 7'-11411 DRAFTSTOPPING SUSPENDED CEILING R302.12 Draftstopping. SUBFLOOF: In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, Ll 4x8 3rd FLOOR HEATED 1621 FLOOR JOIST 3080 draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping 252 6UE5'T WING HEATED 1230 - - - - = PLUMBING CHASE TOTAL. HEATED VOL" 59982 OWL L shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and DRAFTSTGP MATERIAL _ _ a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 1. Ceiling is suspended under the floor framing. - I GYP. BD. WALL5 IIS SUBFLOOR - 2. Floor framing is constructed of truss -type open -web or perforated members. 1056 POOL EQUIPMENT RM. 15 TRUSS 8'x2-6' 15LAND GUEST WING UNCOVERED DECK 41 NORTH GUE5T COVERED BALCONY 81 DRAFTSTGP MATERIAL 81 8302.12.1 Materials. 51"1 2nd. FLOOR OCEAN 51DE 525 DRYWALL - K Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless 551 otherwise approved by the building official. The integrity of the draftstops shall be maintained. 17'-2211 12" EXISTING NOW FENCE AT PROPERTY LINE EXISTING WOOD F E AT PROPERTY LINE CEO -THERMAL HVAC i Yf-LL5 TO BE LOCATED BY BUILDER \ MOTORIZED STORM H# 5 02-w.T SOFFIT _ _ _ CANTILEVER ROLLER SHUTTER - _ _ _ MOUNTED ON IN51DE W50 D.H. W50 D.H. VENT VENT 4060 GATE 14V - - D.. E 3050 DSM. (2) 5686 RN DOORS HBt PERIMETER BEAM - - = 10°80 OPN6. �i'ad. LA' -50f f IT _ _ 6B 6B f co)1�----------------------- ;----------- ELEVATED i[:--- STORAGE - - - -- ---- --- 1 I I _ _ - - - I r---------r--------� I T T- TAWLE55 T AIR _--------- - - - - - - �; I FOUR GAR 61 II' -I I/8' GEIL. PLUS STEPON. =�y O GYP. BD. WALL5 ' TYPE "X' GYP. W. GEIL. ry STEEL SUPPORT COLUMN 6AS W.H. 6A5 W ------ --- r_1________J1j---------- A.V. EQUIP. ------------------- I 9'-I I/8' GEIL. COMP. --- o I I PLUS 5TEPON. m - - I I `. -----' -KV 26 2)& 5TAQf7ER]ED STUD - H i RUBBER AGOU5TIG MEMBRANE -, --- --� i - -- i f ------r, STEPS ;p = - - W/ (2) SHEETS OF GYP. BD. FA: -5115E ��IL ®� - 15U I TE -4 -2 " MN y I I 9'-I I/8" GEIL. V 1 -� 2 I _ PORT SPA Ist FLOOR HEATED _ Ll 4x8 4'h. POOL FENCE I li I I - J II I 2 '-11"x- II L4' -h I ~ 3' -ILII _ I `` \ \ I --- _-- --J I ! I I 4 -- 17 __ ----- _ xb 14' r--- y� rgp,R r - 5' VIA SPIRAL STAIR ! �C� �L�p�A6E 1�Ip� -KV i i I AA SOFFIT • 6 r ii I, j I Tj GLV- HERMAL PUMPS In . O I I T R I I R p TO BE LOCATED IN 6ARA6E -� II'- I/6' EIL. 2'- -' i i i I I U.G. REF. I I L--- J Lr - N P 5 N. 3-7 I 10 2 2'-O" is i i q' -I I/6"iCEIL. 1 1-----, r'0---- � _ _______ _______�_-------� I ---- - -- - - -- 1 L____J L L __ -I I - r----- - r I r ------- -------- ------ 4X8 PLAN REVIEW COMMENTS 3/18/16 P o/ I '] j0 _ i ; i i I N L ---------------------------J I I i ---- - -- - - ------------ RE# 169691-0000 TE ' ' --_L� ; 1 I ; µ (5A E I COVERED I 60 I i i' l l I Ivl ITEM # t of A =Kv W.LG, ( ! -- J1 I 1 .0 i- I / `- ( ��----L-- I N j I N a-1 I/8' EIL. 9'-I 1/6" IL. 2880 = y'- ROOM' I I - PATIO I I l �O _ 1 / 1 1 �r� � I I / -- r� / ;' / `` m UI ; "1'-I I/8' GEIL. 9 I I/6 GEIL. 111 � i & 111 = - i k_ J i' K I PLUS STEPDN. 1~ K/ BEAMS 15'-I I II3 -112 11" I I II BI 411 �9 _ 51 -III 4 -12 dJ 1211 4_, i/ cn _ --------------- ---------------- I -- - cV -5211 V I 5'-IIopt 2'-1211 1 -1 i J 21_811 611 52' 21_ ' 13'-11211 ', ' 2 -2, _ _ 9 = =PAVERS o/SUBSTRATE _ O -----`--------------- i t - 1 - "-- O 4x8 i _I 1 111 I � - I � - �5LP. TO - O 2 9f 11 2 :21-1111 - = W G. -1(V ° `A I ' I 1 51DEKALK T 4' GATE PAVERS o/SUBSTRATE _I O I 6'-411 81_41 11 6'- 21'-22" 27'-2" GLEAN WELL FT65. PER (B 8 TRASH CART T 5TORAOF II !I • �I � - ►' h r .�. is �_ ®■ • `�, ' � .._.., I ISI �. � . - I �1�'I , �� I V Ist FLOOR HEATED 1580 2nd FLOOR HEATED 114"1 3rd FLOOR HEATED 1621 MAIN HOUSE TOTAL HEATED 3080 QUIVER RM. HEATED 252 6UE5'T WING HEATED 1230 - - - - = PLUMBING CHASE TOTAL. HEATED VOL" 59982 OWL L ENTRY = BEAM ABV. I I _I EXTERIOR STAIR - I GYP. BD. WALL5 IIS STORAGE - TYPEX1GYP. BD. GEIL. 1056 POOL EQUIPMENT RM. 15 GUEST WING COVERED ENTRY 8'x2-6' 15LAND GUEST WING UNCOVERED DECK 41 NORTH GUE5T COVERED BALCONY 81 - 81 I 36" h. w/ DRHR5 I 51"1 2nd. FLOOR OCEAN 51DE 525 _ -BI K (CARPETED OR COVERED BALCONY 551 UNDER ROOF TOTAL 9'181 RUBBERIZED TOP) QUI VER RIM K off; = II -I I/6 GEIL. i PLUS 5TEPON. ■IFS I _ (HEATED AND LED) �� C -41- ARD5T � ' � O z 1 2020 F.6. 2020 F5 .-•1 U r -I cd cV CD 0 rR LOCd f 51DEKALK T 4' GATE PAVERS o/SUBSTRATE _I O I 6'-411 81_41 11 6'- 21'-22" 27'-2" GLEAN WELL FT65. PER (B 8 TRASH CART T 5TORAOF II !I • �I � - ►' h r .�. is �_ ®■ • `�, ' � .._.., I ISI �. � . - I �1�'I , �� 42'-O" RAILING cV _ _ - �Hia� - - - - 1 VLT. YLT. p _I - I5 x II �4 _ I . F I CANTILEVER ASV. - - - ' I I I CEDAR POOL SUI, TORT COLUMN CEDAR SH W� i I/2' x g I[4' _ _ _ _ l - - - J - - - BRACKETSOrZITIVS IN L +-221DETAILS -ON qI_2' p 211-411 III 111 / i 41_ 11 8'-O I 11 81_ 1211 31_0411 51- A PATIY O o/51,155TRATE IV\TE 40 51DE RS o PAVERS PLAN IEW COMMENTS LI/4/16 PLAN REVIEW MMENT5 3/18/16 /SUBSTRATE O RE# 16 691-0000 RE# 169691-0 ITEM #5 PLAN REVIEW COMMENTS 3/18/16 RE# 169691-0000 BREAK -AWAY G.M.U. 5C. 6'h. _ ITEM #6 BREAK -AWAY G.M.U. PI 6' h. I Q 2'-10" PLAN REVIEW 4MMENT5 9/4/16 RE# 169691-00 O 5'-11211 4'-0" l0'-101. ITEM #4 40 iL7- 14'-10" DOME TOP DOME TOP d 4" STUCCO TRIM AT PIERS I'-4"xl'-4" BREAKAWAY GONG. BLK. PIERS BEYOND 6'-8" H. STUCCO FINISH 8" CHU BLOCK BREAKAWAY WALL 6'-O" H. (NOTE: NO FILLED CELLS, MOTOR JOINTS ONLY, NO REBAR) G .M.0 ESTATE / RETA I N I NC MALL SCALE: 1/2"=1'-0" F I RST II" I.G.F. EXTERIOR WALL5 5'-o11 _ 411 I'-10411 -SII 1 11 4'-2211 �1_8I 11 1_32 LL. L 2L4'--7" 1161-61, FLOOR PLAN -1'-4Ti 11 3'-11" 3' -II" 11 I RIOR LIVING AND ATTIC STORAGE PAGES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INGLUDIN6 SPRAY FOAM, I.G.F., AND SIPS PANELS. CEILINGS ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY GEILIN65 SUCH AS COFFERED, BEAMED, AND DOME GEILIN65, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDING. AREA TABULATION Ist FLOOR HEATED 1580 2nd FLOOR HEATED 114"1 3rd FLOOR HEATED 1621 MAIN HOUSE TOTAL HEATED 4456 QUIVER RM. HEATED 252 6UE5'T WING HEATED 1230 TOTAL HEATED 64W S.F. TOTAL. HEATED VOL" 59982 OWL L ENTRY 34 COVERED BREEZEWAY ITT EXTERIOR STAIR 56 SUMMER KITCHEN IIS STORAGE 61 "rw ar, 1056 POOL EQUIPMENT RM. 15 GUEST WING COVERED ENTRY 59 GUEST WING UNCOVERED DECK 41 NORTH GUE5T COVERED BALCONY 81 SOUTH 6UE5T COVERED BALCONY 81 Ist FLOOR OCEAN 51DE DECK 51"1 2nd. FLOOR OCEAN 51DE 525 COVERED BALCONY 3rd. FLOOR OCEAN 51DE COVERED BALCONY 551 UNDER ROOF TOTAL 9'181 5 - � II ■ ■IFS I C\2 �� � ' � O z 1 .-•1 U r -I cd I --I CD 0 rR LOCd - -- - -- J O II I 42'-O" RAILING cV _ _ - �Hia� - - - - 1 VLT. YLT. p _I - I5 x II �4 _ I . F I CANTILEVER ASV. - - - ' I I I CEDAR POOL SUI, TORT COLUMN CEDAR SH W� i I/2' x g I[4' _ _ _ _ l - - - J - - - BRACKETSOrZITIVS IN L +-221DETAILS -ON qI_2' p 211-411 III 111 / i 41_ 11 8'-O I 11 81_ 1211 31_0411 51- A PATIY O o/51,155TRATE IV\TE 40 51DE RS o PAVERS PLAN IEW COMMENTS LI/4/16 PLAN REVIEW MMENT5 3/18/16 /SUBSTRATE O RE# 16 691-0000 RE# 169691-0 ITEM #5 PLAN REVIEW COMMENTS 3/18/16 RE# 169691-0000 BREAK -AWAY G.M.U. 5C. 6'h. _ ITEM #6 BREAK -AWAY G.M.U. PI 6' h. I Q 2'-10" PLAN REVIEW 4MMENT5 9/4/16 RE# 169691-00 O 5'-11211 4'-0" l0'-101. ITEM #4 40 iL7- 14'-10" DOME TOP DOME TOP d 4" STUCCO TRIM AT PIERS I'-4"xl'-4" BREAKAWAY GONG. BLK. PIERS BEYOND 6'-8" H. STUCCO FINISH 8" CHU BLOCK BREAKAWAY WALL 6'-O" H. (NOTE: NO FILLED CELLS, MOTOR JOINTS ONLY, NO REBAR) G .M.0 ESTATE / RETA I N I NC MALL SCALE: 1/2"=1'-0" F I RST II" I.G.F. EXTERIOR WALL5 5'-o11 _ 411 I'-10411 -SII 1 11 4'-2211 �1_8I 11 1_32 LL. L 2L4'--7" 1161-61, FLOOR PLAN -1'-4Ti 11 3'-11" 3' -II" 11 I RIOR LIVING AND ATTIC STORAGE PAGES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INGLUDIN6 SPRAY FOAM, I.G.F., AND SIPS PANELS. CEILINGS ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY GEILIN65 SUCH AS COFFERED, BEAMED, AND DOME GEILIN65, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDING. AREA TABULATION Ist FLOOR HEATED 1580 2nd FLOOR HEATED 114"1 3rd FLOOR HEATED 1621 MAIN HOUSE TOTAL HEATED 4456 QUIVER RM. HEATED 252 6UE5'T WING HEATED 1230 TOTAL HEATED 64W S.F. TOTAL. HEATED VOL" 59982 OWL L ENTRY 34 COVERED BREEZEWAY ITT EXTERIOR STAIR 56 SUMMER KITCHEN IIS STORAGE 61 FOUR GAR 6ARA6E 1056 POOL EQUIPMENT RM. 15 GUEST WING COVERED ENTRY 59 GUEST WING UNCOVERED DECK 41 NORTH GUE5T COVERED BALCONY 81 SOUTH 6UE5T COVERED BALCONY 81 Ist FLOOR OCEAN 51DE DECK 51"1 2nd. FLOOR OCEAN 51DE 525 COVERED BALCONY 3rd. FLOOR OCEAN 51DE COVERED BALCONY 551 UNDER ROOF TOTAL 9'181 NOTE: USE I" WATER SUPPLY LINES. NOTES: 1) ALL EXTERIOR WALLS ARE 11" I.G.F. EXCEPT AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL HALL THICKNESSES ARE ACTUAL 2x4=3 1/2" 2x(5=5 1/2" 2x8=7 1/4", ETC... 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND GEILINB HEI &HTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. (b) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. 7) ALL AN&LES ARE 450 UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOOR I$ STEP FINISHES SHALL HAVE A NON -SLIP FIN 1 SH TO MEET ASTM 01028 STATIC. COEFFICIENT OF FRICTION MIN. OF 0.6. Q) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH 5HALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION 10) T = &LASS TO BE TEMPERED 11) = EMER&ENOY ESCAPE AND RESCUE OPENIN&S 12) G = LABEL - 20 MINUTE ADDITIONAL. NOTES: i 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASGE 7-10 "MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC HIND SPEED OF 130 MPH. 3) THE COMPONENTS AND GLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN AGGORDANGE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. COLUMNS BREAK -AWAY G.M.U. SCREEN WALL 4'h. FROM NEN GRADE) BREAK-ANAY G.M.U. PI 4' h. PLAN REVIEW COMMENTS FROM NEW 6RADFE RE# 169691-0000 ITEM #4 4'h. POOL FENCE OFFICE C C;Id ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. 8302.11 FIREBLOGKIN6. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKIN6 SHALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN THE TOP STORY AND THE ROOF SPACE. FIREBLOCKIN6 SHALL BE PROVIDED IN HOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INGLUDIN6 FURRED SPACES AND PARALLEL ROHS OF STUDS OR STA66ERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP GEILIN65 AND COVE GEILIN65. 3. IN CONGEALED SPACES BETWEEN STAIR 5TRIN6ER5 AT THE TOP AND BOTTOM OF THE RUN. F-NCL05ED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.1. 4. AT OPENINC75 AROUND VENTS, PIPES, DUCTS, GABLES, AND NIRE5 AT GEILINB AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PA55A&E OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 13(o REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, 5EE SECTION R1003.Iq. 6. FIREBLOCKIN6 OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 8302.12 DRAFTSTOPPIN6. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR/GEILIN6 ASSEMBLY, DRAFTSTOP5 SHALL BE INSTALLED 50 THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92A m2). DRAFT5TOPPING SHALL DIVIDE THE CONGEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE A55EMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 MEMBRANE BELOW, DRAF5TOPPIN6 SHALL BE PROVIDED IN FLOOR/CEILIN6 ASSEMBLIES UNDER THE FOLLOWING G I RCUMSTANCES: I. GEILIN6 15 SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. W z C/) 0 Z L) oW N Z N 00� =U W �00 100 W Z� 0 - V DRAWN BY: KBG/BY CHECKED BY: DATE` 10/24/17 SCALE: 1/411-11_011 JOB NUMBER: �SS3 REVISED: Vk4r7 NO: < 0 LO co U O C\2 U Cd U H � Cd �U 0) a LU 0<0V < 0L LU11i< Z V � o� a o �y 71 TTlyl �J -] 71 71 7171w E z LU 5 - LO C\2 U) Co O z .-•1 U r -I cd I --I CD 0 LOCd DRAWN BY: KBG/BY CHECKED BY: DATE` 10/24/17 SCALE: 1/411-11_011 JOB NUMBER: �SS3 REVISED: Vk4r7 NO: < L V lO LU LL �U LU 0<0V < 0L LU11i< V � LUO Q Q LU 5 - DRAWN BY: KBG/BY CHECKED BY: DATE` 10/24/17 SCALE: 1/411-11_011 JOB NUMBER: �SS3 REVISED: Vk4r7 NO: PLAN REVIEW COMMENTS 3/18/16 RE# lblbgl-0000 - ITEM #5 O (V i`I O '� a- , m ry m Z M I r" I 151�5m/" 2'-2�" 3'-711 lk, 43'-O" 17'-5 111 25'-'[�" 11'-114" NOTE "A" 1013.8 Window sills. In Occupancy Groups R-2 and R-3, one- z nd two-family and multiple -family dwellings, where the opening of the sill portion of an operable window is located more than 72 inches (1829 mm) above the finished grade or other surface below, the lowest part of the clear opening of the window shall be at :, height not less than 36 inches (915 mm) above the finished floor surface of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 -inch -diameter (102 mm) sphere where such openings are locatec within 36 inches (915 mm) of the finished floor. Exceptions: 1. Operable windows where the sill portion of the opening is located more than 75 feet (22 860 mm) above the finished grade or other surface below and that are provided with window fall prevention devices that comply with ASTM F 2006. 2. Windows whose openings will not allow a 4 -inch -diameter (102 mm) sphere to pass through the opening when the window is in its largest opened position. 3. Openings that are provided with window fall prevention devices that comply with ASTM F 2090. 4. Windows that are provided with window opening control devices that comply with Section 1013.8.1. 31_ �� 71_411 _ 3'-811 31_811 3'-2" 8'-611 8'-17511 4'-0411 41_0311 3Ci'-10" DRAFTSTOPPING SUSPENDED CEILING R302.12 Draftstopping. SUBFLOOR O LO co C5'3 L W FLOOR JOIST draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping Coo cd cd �q ;_j r � o w O DRAFTSTOP MATERIAL a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: 0 V) z� O � tTi n 4. LU v�OO i 4'-0" 71 z $2'-0" 8" 3'-411 Z M I r" I 151�5m/" 2'-2�" 3'-711 lk, 43'-O" 17'-5 111 25'-'[�" 11'-114" NOTE "A" 1013.8 Window sills. In Occupancy Groups R-2 and R-3, one- z nd two-family and multiple -family dwellings, where the opening of the sill portion of an operable window is located more than 72 inches (1829 mm) above the finished grade or other surface below, the lowest part of the clear opening of the window shall be at :, height not less than 36 inches (915 mm) above the finished floor surface of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 -inch -diameter (102 mm) sphere where such openings are locatec within 36 inches (915 mm) of the finished floor. Exceptions: 1. Operable windows where the sill portion of the opening is located more than 75 feet (22 860 mm) above the finished grade or other surface below and that are provided with window fall prevention devices that comply with ASTM F 2006. 2. Windows whose openings will not allow a 4 -inch -diameter (102 mm) sphere to pass through the opening when the window is in its largest opened position. 3. Openings that are provided with window fall prevention devices that comply with ASTM F 2090. 4. Windows that are provided with window opening control devices that comply with Section 1013.8.1. 31_ �� 71_411 _ 3'-811 31_811 3'-2" 8'-611 8'-17511 4'-0411 41_0311 3Ci'-10" DRAFTSTOPPING SUSPENDED CEILING R302.12 Draftstopping. SUBFLOOR In combustible construction where there is usable space both above and below the concealed space of a floor/ceiling assembly, LO co C5'3 L FLOOR JOIST draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping Coo cd cd �q ;_j � o shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and DRAFTSTOP MATERIAL a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances: DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 1. Ceiling is suspended under the floor framing. z� SUBFLOOR - 2. Floor framing is constructed of truss -type open -web or perforated members. =1 LLJ� LU v�OO TRUSS 71 z DRAFTSTOP MATERIAL R302.12.1 Materials. I ---I Q Q DRYWALL - Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5 mm) wood structural panels or ffl w other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless > otherwise approved by the building official. The integrity of the draftstops shall be maintained. 23'-2�" 0";_ RAILING MOTORIZED STORM (T E > ROLLER SHUTTER GBRACKETS `t'�t' D.H. NOTE PERIMETER ED ON INSIDE PERI BEAM 2050 D.H. 2 D.H.(SEE TE iV 2446 D.H. iv _ _ 11514 q-1 COL-------- WINDOW SEAT w/ 5TOR BELOW OHC. -� RAILING--------� r --------r i(0 I /----�I� G'80 It 5.I OHC. I ��I r--------- 5. T----------i��• ii --- --- - - -' - B G RAGE�- 1L--------1- ------- --' I 6UE5T I I 1 r------- -- -- 6 BA#iESOFFIT i L �'i ---- i I � Iii I r------_------iI1 1 1 11 5I II -K11 I ,'I� TG M II----'� ------meq --- -- I a -4� -4 ' FZR. 30' REF. BASE GABS OITO 48.P -D - 0 r _10-I 1/8 GEIL. ---�Tf Tj 3/4 x 5 I/`1"1PE-DECKING o/ REFRI6. - dI �D 10'-1 1/a' CE1L1. I�A�J�{.���/�' I w/EfEAMS ! ( ���� 1 I R-- --_-----,,-- w/ IVEH N WEA I HER I REATED 1 I/ L HHALL ER5 o/ I i� iyl\ ' II L ' II ' J I I I I ' ' IJ .-----,,1,MPAR -' I I I w/PASTA AUGET w/ BEAM51 ANDGI ' I I I 10 -I 1/8 GEIL. $ I -------J .JVI 10'-I I/8' GEIL. ry I WATER PRbOFIN6 NtENBRANE o/ _ --- --- y3 I m iY 6 -3 1I � I ___-�� I I 11 , I� I II I I I I� � -TE6GEI J I b -O -JI3/4'EXTERIOR6RADEPLYWOODo/ 1 - -----� f --rr-=_,-----_ - ------ I� - I i i m - i - 4X8�00,�2x12 FLR. SYS. (TAPER TO EXT 1 8x8 - - --.� III r---- r x111107$ $ v -------� I ----------� - 1 - 10-I I/8 GEIL.---- 1-- 1I� -____ II I I I1�IY _. - ( I I I I I 26' 1/4 V. G�N 1 I I _, yf Q� 1 I /I I I I I I I I 1101 I I I I , _ ry i('(�I tN N� In I Irl I I I I I I I OO' -I 18' GEIL. OUE�.. I - - `r ----'� --- - " " x68 1/2 H. WINE - - I REF. I MIXER ICEI L�r�Y/�\ l0' -I I/8'GEIL. rn II---1� m - _-----------------ul PANTRY t� L - - - 5T REF. DRYrR SELF Y. MAKER KW II II I I -t(1 I 1_ �. r----._L-----1-�-'to-I I/8 GEIL. � O II�T!' S'DIA. SPIRAL STAIR -J I10'"rl 11/6''GEIL. i /} 1 1 -.((K�5V K' ICE �2 111 10 -0 x5 -0 I 1ID/W1V P-1'-6 " _ 2'-3 " W _ II 5 3 1 1 - - - J I I IIII -- 2 I I 8 6 tq0 -O__- m ---- - - _ I I I I -- - 24' 2 1 1 II 11 I I -- - 4x8-- I 1 1 I I I I I 1 -----I - -- -- ------ --� - --- I 1 I I I I 11 I W Gu-r------ r „----�-- = i--- REF. � -- -- -- ---------------i 5 -SH. -- I - - (- - - - - ' - - ' LLL------- - - LINEN -__ - -----r------��-- ----- ---- - ------ -' HB I L----------� y�y MI 111 5HELVINIS = - _ --- - _ -�--------- -I---------LL---- 2880------------------- 2880 2080 ---' I r4T iii L 4 -1� d� d� r SOFFIT -6 g - NY to ter \ / m - - I I 111 I I - / f(1 ARNbE ON - - - SOFFIT o g' I I - L!"�LG� KIJ--- ---- - ----------------- ---- = X11 8 _3� I I 11'-b" ATH -3 80 i0-1 I/8 GEIL. 1 / $ry 1 '_ J ry 1 1 I I PLUS STEPDN. I �I X3pp-I I i GEIL. -------------- I w/ BEAMS i .t SHOWER C____=1' IC____= \ / 6UEST BATH -I ATTIC 1'-1 X11 21_ 11----T1_Ol----J 18111 13'-1 511 I ( _ 11 5'-/}�11 %I'-1011 21_3111 -' 10'-O" 811 1 '-O" 5'-1" I I I7'-4" 2'-4" 1 II" 1 I >�1 10'-1 101 GEIL. ACCESS IiTY� ` �I _ , I I - 31 -' -' ' �� ; C7uG`Jr---- I I / - m =---- i ' _ 4x8 1 I m r - / \ _ -- --- ------ ILI)/ \ �O HALF WALL = m ---n DININV r-I---rn FD. ry L__ _J I I i r------- ---- - I f`O -�t � - � i i lit - ((���} / \ "/' /`�,1 i 10'-11 G IL. U1 (V 11" STEP UP -�� i �:-,--- 0 •••• ` '- " -3 11 " 1(1 I 11 1 11 �''"I---L� 12'-5 " LJ___LLI 11 1 11 ! 1 11 1 1 GEIL. 24' 1_ 11 10'-I I/8' GEIL. 4'-6 11 '_5 11 „ 11� -may - - - -�- - I I - -I- - - - 11� - - - - - - - - - - - - _17r 4 - - - -14 i , 8No - - - - ry LOU 3 -I I - _ _ 4'- 8 --- 8 r1 8x8 -----, = ' � I �--_--� I _ , I I I I II II , ..} �___L_____J___L_____1___� - - $ F- (�� I I • ! i iii ' I ' ' iii --------y-.--------------�' I l(1 T y SEAT • I I I I K'i T Y�1 11 I 1_ 11 - 1_ 11 1_ 1 - I I I I 'J 2yhry _ _ i �, _ 10'-1 1/8' GEIL. ' 2 3 4 5 I 1_ 11 III I x r - i T i 2 _I 0 1 ill I I 0 1 I Ali r- -- r-_-- �j G D b �'---LJ LJ ---1 ! SLP. TO i------------------- I' -I G====3. __-__� u1 g�� u1V 6' TOR TO 1 1 i 1 i rii------- 5 RT I ! ry - EXT. I 10-I I/8 GEIL. I i 1 l I4H5 RESH I 5 % b _ �r . I 5-SFf. -KV 21_611 3'-511 11 1 _I FROM LANDING 4'x4' S3 � - n i --r� O, - I-ri t- I I IIII � • :.`� I I I I - - - 10 -I 1/8 GEIL. =j ININ - -- - ---------------- _ W80 _ T - - I I I III I I ; ; �, `.\ �, m 2 � III I II+ ' �I I I I I I I I I , I I 3/4" x 5 I/2' IPE DECKING 0/ --- m _ PLUS STEPDN. - - - - s - J---�� 0 -I I/8 cEll+� --L� u� IIII-----------, ' ,' ` ` I _ _ _ _ dJ 4x8 i ry - - .- - - . - - L'_-��____� Y i I, WEATHER TREATED I I/2' WHALLERS o/ in = 5 I H. FLAT SOFFIT _ I I t m I W/ BEAMS p 1 - - - - - - - - - - - - - - - - I WATER PROOFING MEMBRANE o/ - -KV -KV 6. T 2x12 FLOOR SYSTEM HB II - �' cy m---r� n---rn _ 3/4 x 5 I/2 IPE I7EGKIN6 0/ I - m Vr6 tti I I / 0� 1 Q 1 1 6'-b" 10'-411 31 011 II If I III I I I I I _ 3/4 EXTERIOR GRADE PLYWOOD o/ , , I = r III I I 1 I ^ c , //-�� ! ry WEATHER TREATED 1 1/2 WiiALLER�r o/ i I I D. -1(V I I (�'' 2x12 FLR SYS. (TAPER TO EXT) n - B �j .t I - -11- - - - - �I-',r - -_ - +;� - - - - - - + - - - - - + - - - - - ! WATER PROOFING M1=T IBRANE o/ j - - - I_ 11 - I_ I_ II 11 I - 0 - I a 0 W I Frl =====9 8X8 I j� - , Q - I-, L_I - I U I ! ^O I_ .I .G. I n s a O m 5 l0 I 5 o I I ►n _ _ _ -dJ _ _ _ I 3/4" EXTERIOR GRADE PLYWOOD / � m - I = -- a --� ----I- �_ =_ --I- - - T;+I-----�----_==T-------,�T --1 ' _ 2x12 FLR 5Y5 (APER TO I 4 r_______________________a 10'-1 I/8" GEIL k-' m sp �___L_____1___� I 1 _ ILL --- .I 1 1 u� T EXT 1 -KV = G�I`1 I dJ w�T ���.�� - - - - - - - - -POSTS O = i R$5H �i 5 1/2'X5 I/2' P05T5 III W I 10'-I I/8' EIL. ATOR to - III , I iv -� 10-1 I 'GEIL. cR ~ 10'-I 1/8' GEIL. - SEAT D . ( 1) R O - J - c=== _ `LL------ : ;% _ r ^ ,/�� < PFLU5(� _� a +-�. I' - '- O -I. \ --- - I 4'-2411 '�; Cf '3 " , - - - - -- - - 4 - - - - - -= O _ - II" I 4 8'-O" 4 II" - -- -- -------------- - - 1 1 5 1/2'X5 1/2' P05T5 I 1 0 i i GUEST\� ' IG 5. m 0 - $1GH. _ _ I = K - _ N BATH -2 5 AI - try �9 r- 4 = 1 6A5 FIREPLACE 1 ! MOTORIZED STORM 1 ;Q -� 10'-1 I/8 GEIL. \ / 10 -I I/8 -� I I -Kv f ! tr GEIL. cV ul 1 _SOFFIT 0 g'_ w/ TV. ABOVE _SOFFIT 0 g'_ cV I 8'w. rn \ _4 _I - - - - - - - - - MOUNTED 0 DE j 1 FLAT r --- I ---T - T- ------- BASE CAB�- �HO I SOFFIT I I W G.' WER - BEAM to - _ FOR AN iv BASE GAB. '� PERIMETER L., d� 5. o A.H U. ________� L________J (2) D.H. I � - Is.t F -� (SEE "A') -� iV----------- C- - - - ---- - - - - 1 8x8 OL. - ----- r_______________________7 --- ---- MIR to _ r 8x� GOLIJMNS IRS - - iv iv - - _ -6 TLAT_5QFFIT RAILI O C (2) -2 #i - 30 -Rim I Q 2446 D.H. 2446 D.H. = CEDAR 2050 D.H. 1 12050 H. 20 F.G. 1 1 3 1/2'x3 I/2" POSTS - T 3060 D.H. O, I BRACKETS I I cV 4C{C£ Tg - - - - = _ _ -(SM I III I 1 11 ry L 3/4' x 5 1/2' IPE DECKING o/ _ _ WEATHER TREATED 11/2' WHALLER5 0/ >"`.-.. JJJ�a_ - PLAN REVIEN COMMENTS 3/18/16 I 11 I 1_511 13-5411 1 11 HATER 4'EEXT�FIORI PL6RADE IMEMBRANE o/ of I 11 5-11 11 51_ 1 11 12'-6j11 RE# 169681-00002x12 FLR SYS. (TAPER TO EXT) ITEM #5 PLA4 REVIEW COMMENTS g/4/Ib =RE 169691-0000#2 v IQ �Q 2'-41181_nll I-1011 4'-1111 II_gll / 1_0411 31_011 21_811 31_5411 41-511 I-II LLL _I V 41-1111 10 of 12'-1111 6 -q 31_511 41 -O" I 11 10 -10 5 -O 9 -I _I 11 /J1_411 51_311 51_311 31_011 12'-2411 31_011 15 -4 E II I II I II 1 II 1 11 I II 2'-0" -O" 23'-2" la' -10" 24'-711 10'-7 IS' -3 Ib' -O" 1161-6" 5'-8" it 1211 2'-10" 2'-10" U E T V4 I N SEGOND FLOOR f /'� 11" I.G.F. AND 2xb EXTERIOR WALL5 S -E G 0 0 F L 0 v R F L A N, 1'-4 3/4" FLR. 5Y5. 11" I.G.F. AND 2x(b EXTERIOR HALL5 1'-4 5/4" FLR. 5Y5. NOTE: USE I" WATER SUPPLY LINES. 2x6 LEDGI 4051NCs TREADS t RISERS ,'2x MIN) r r 2x6 LEDGI 405ING TREADS t RISERS !2x MIN) 5TAIR DETAIL. 5TAIR DETAIL. EXTERIOR INTERIOR let. FLOOR TO 2nd. FLOOR 1st. FLOOR TO 2nd. FLOOR SCALE: N.T.S. SCALE: N.T.S. INTERIOR LIVING AND ATTIC, STORAGE SPACES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INGLUDIN6 SPRAY FOAM, I.G.F., AND 5IP5 PANELS. GEILIN65 ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY GEILIN65 SUCH AS COFFERED, BEAMED, AND DOME CEILINGS, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDIN6. NOTES: 1) ALL EXTERIOR WALLS ARE 11" I.G.F. EXCEPT AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=3 1/2" 2x6=5 1/2" 2x8=1 1/4", ETC... 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND GE I L I NC HE I5HT5 ARE TAKEN FROM (TOP OF) HOUSE 5LAB/BLOCK. (b) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. 7) ALL ANGLES ARE 450 UNLESS OTHERWISE NOTED. 5) ALL INTERIOR AND EXTERIOR FLOOR 4 STEP FINISHES SHALL HAVE A NON -SLIP FIN 1 SH TO MEET ASTM G1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. a) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH 5HALL BE PRE55URE TREATED APPROPRIATELY FOR THE CONDITION 10) T = OLA55 TO BE TEMPERED 11) = EMERGENCY ESCAPE AND RESCUE OPENINGS 12) G = LABEL - 20 MINUTE ADDITIONAL. NOTE5: � 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN 5EGTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED IN AGGORDANGE WITH SECTION 6, ANSI/ASCE 7-10 "MININMUM 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 GLADD I NG HAVE BEEN SELECTED AND THEIR USE I NGORPORATED INTO THE DESIGN AND SPEGIFIGATIONS IN ACCORDANCE WITH SECTION 6 OF THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. CCMMUNIT'flEV A EL©PMENi ®VEP NOTE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. 8302.11 FIREBLOCKIN6. IN COMBUSTIBLE CONSTRUCTION, FIRE5LOGKIN6 SHALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN THE TOP STORY AND THE ROOF SPACE. FIREBLOCKIN6 SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. I. IN CONGEALED 5PAGE5 OF STUD WALLS AND PARTITIONS, INGLUDIN6 FURRED SPACES AND PARALLEL ROWS OF STUDS OR 5TA66ERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP GEILIN65 AND COVE GEILIN65. 3. IN CONGEALED 5PAGE5 BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES, AND WIRE5 AT GEILIN6 AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RES15T THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE A5TM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. b. FIREBLOCKIN6 OF CORNICES OF A TWO-FAMILY DWELLIN6 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.12 DRAFTSTOPPIN6. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR/GEILIN6 ASSEMBLY, DRAFT5TOP5 SHALL BE INSTALLED 50 THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 5QUARE FEET (Q2.41 m2). DRAFT5TOPPIN6 SHALL DIVIDE THE CONGEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE A55EMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 MEMBRANE BELOW, DRAF5TOPFi SHALL BE PROVIDED IN FLOOR/CEILIN6 ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES; 1. GEILIN6 15 SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRU55-TYPE OPEN -WEB OR PERFORATED MEMBERS. F_ W Cl) O H ZUti opo CV Z N VOW W m 0 0 C/) o O W Z� ♦o V 'd� a p 1. as i o $ ba 8o•. p 0 �0 O� pp M R, .O q A A o U91-1 A c s c E- 0 °p o -o� C 9 �0 B a° °a°E: 10�� '0 Aa o .31 0 E ze b n "_� a o &oU�ta.. .,4� I�,4 p° p'°9 g� yy c ole w c g moo atl z7 o pp p� tl a ?a1 b U OtlB � OO AE!coo DRAWN BY: KB6/BV CHECKED BY: DATE: 10/24/11 rALE: 1/411= ( 1_011 JOB NUMBER: 5853 REVISED: SED: AaOF I a O LO co C5'3 L O O C\2 U C) H V Coo cd cd �q ;_j � o L z� 0k4 o a =1 LLJ� LU v�OO TTQ-I' 71 z I ---I Q Q LU ffl w > < v O < .111 LO C\2 0) I�-I �b 0 O LU z '-' Id O Q) O � W � DRAWN BY: KB6/BV CHECKED BY: DATE: 10/24/11 rALE: 1/411= ( 1_011 JOB NUMBER: 5853 REVISED: SED: AaOF I a L V 0 � o L -r =1 LLJ� LU v�OO < OL -1 LU 1n< Q Q LU > < v O < .111 LU DRAWN BY: KB6/BV CHECKED BY: DATE: 10/24/11 rALE: 1/411= ( 1_011 JOB NUMBER: 5853 REVISED: SED: AaOF I a O D r Wo w0 (f) N m C: O z 0 �O Z O - 1- r z m 0- 4-11-011 PLAN REVIEW COMMENTS 3/18/16 RE# 1696111-0000 ITEM *5 II II II II II II LINE OF 2nd. FLOOR BELOW II II II I II II U ."1-211 4 -I' -O" NOTE "A" 1013.8 Window sills. In Occupancy Groups R-2 and R-3, one- at d two-family and multiple -family dwellings, where the opening of the sill portion of an operable window is located more than 72 inches (1829 mm) above the finished grade or other surface below, the lowest part of the clear opening of the window shall be at a height not less than 36 inches (915 mm) above the finished floor surface of the room in which the window is located. Operable sections of windows shall not permit openings that allow passage of a 4 -inch -diameter (102 mm) sphere where such openings are located within 36 inches (915 mm) of the finishec floor. Exceptions: 1. Operable windows where the sill portion of the opening is located more than 75 feet (22 860 mm) above the finished grade or other surface below and that are provided with window fall prevention devices that omply with ASTM F 2006. 2. Windows whose openings will not allow a 4 -inch -diameter (102 mm) sphere to pass through the opening when the window is in its largest opened position. 3. Openings that are provided with window fall prevention devices that comply with ASTM F 2090. 4. Windows that are provided with window opening control devices that comply with Section 1013.8.1. O a la' -10" b'-10" 6'-1011 5'-y�ll lie ol 1 i DRAFTSTOPPING SUSPENDED CEILING 0 R302.12 Draftstopping. SUBFLOOR - In combustible construction uction where there is usable space both above and below the concealed space of a floor/ceiling assembly, I I MIR � FLOOR JOIST draftstops shall be installed so that the area of the concealed space does not exceed 1,000 square feet (92.9 m2). Draftstopping shall divide the concealed space into approximately equal areas. Where the assembly is enclosed by a floor membrane above and DRAFTSTOP MATERIAL a ceiling membrane below, draftstopping shall be provided in floor/ceiling assemblies under the following circumstances:2.00 DRAFTSTOPPING OPEN WEB FLOOR SYSTEM 1. Ceiling is suspended under the floor framing. SUBFLOOR 2. Floor framing is constructed of truss -type open -web or perforated members. TRUSS wj DRAFTSTOP MATERIAL R302.12.1 Materials. DRYWALL Draftstopping materials shall not be less than 1/2 -inch (12.7 mm) gypsum board, 3/8 -inch (9.5 mm) wood structural panels or other approved materials adequately supported. Draftstopping shall be installed parallel to the floor framing members unless otherwise approved by the building official. The integrity of the draftstops shall be maintained. 5'-2:2 1,11-5111, 8'-5" I6'-0" 15'-4" I,, I " RAILIN6 Lv MOTORIZED STORM (2) D.HX E _ ROLLER SHUTTER (SEE "A") I CEDARI I MOUNTED ON INSIDE _ r' �' '-' PERIMETER BEAM BRACKETS (5i � 'A') 20 R1, V. F.6. I I I X `An - I��I 5! / / Rd5H. -t� a -} - ® 5 CEDAR / �� - - - - - - - - - � >-� � `fl F------------------------------- \BRAICKETS ---------- / i VTGEIL. `g _ - I EXT. ABV I--- _ - /ri------------I /1T jTL-4* O1'6° �ml�r m r__ l VIO _I ON C--- - � TOILET f----rJ I j 1I %L.VS. -' 1 MIR 5 12'-a'h I I I I 11 --4' 4'-33 _ __ ___________ i ' -- -4•x8 r-- G' I ` 15UIT�-2 VLT. = SEAT I - KA 'S hi.I. ---- _ - ---------------! } I j VLT. GEIL. I j 1 VLT. GEIL m I 8'-1 I/8' TO 9'-1 1/81" I I I �• T (V T-4 I/2' 0 8'-6" 8,-6. 5H. ENGL = - - -- i ----! ---------------L' 1 _ ---- I -KV GEIL= KAREN'S BATH ----------- _ 0 I, /' � � u, ° 8AL16N SINKS ~ N I -511 4' -MIF 1'- �'-10" b' III I 12._ 211 1 I' -I I1 11 CII -511 --------------- /1\� 0 4X1' IS j � FRffSTANDI ��- -- - � (2)286845:, K ~ =1CV Inc bb x36 -_ _ --4x8-------____-� GL05.8 BATH -2- 2868 © GOYiD -------------- _ BALCONY R35H. I/8' -KV VLT. GEIL - I LJl"ILGO�Y L. u, '-4 I/2' TO 8-6' I �� 8'-&" �� m BUILT-IN5 BUI T-IN5 , 1 8'-9 V8' GEIL. L� -. PLUS 5TEPDN. a I ATTIGO I 'fl w _ �,� 36' LINEAR D.Y. F / w/ BAMS ; 1 E55 - I n - _ _ _ r - - - ,�, rn =1Cv �� 6A5 FIREPLACE = ACG -I1 I - r I D. I I W dJ 't` �, w/ N. ABOVE / ;/ _ _ _ _ _ _ �gxb -------- - - - - -- _� L fn -� m OPTL 6B 1111-M- 4 N Y7 2 -I(`1 286 T. III 1 Ili �f ----� -- ----1--- f -r 51-P_ j - r5 5'-3 �5 42 ILII II II42 I 12 6 -b�" 2 -3 I 2 -7 3 -8 1 8'-0 I I �'+ p 1 5 11'-1 I/8' GEIL I p cV 8'-b' GEIL. O V I I I 5 -O� _511 _i 4 -6� 4 i_011 41-011-1 l1 1 2 _i g I r Tx4s_L14a---- '' I Z11 - z, t---- SU HOME ATOR 0 MEFI I ►n _ 5 I -10 I I N $1 3/4'x4' PER 53.1.12 = vBrj IBV ? I VLT. SLOPE TRAY GEIL. VLT. RAILING -Kv _d� F �° � 8'-6' EIL. CV 8'-9 'T/6' TO 11'-l0 I/4' � _ I - - - 4� I w/ BEAMS 1 1 t- _ _ --IPI ------------------ SED 2x12 PLATEFORM o/ l 2868 I I -�' - SED HALL GEIL. BELOW 2 _ _-- I I Ca cV i _;� 3i x 5 I/2 !PE DECKING O/ j IN -DRV I - EXERCISE t- P,F.ATHER TREATED 1 1/2' WHALER5 o/ I ' KIRK�J I.C. j d) VLT. GEIL. _ _ Ba -I" 3 &'4 -ME = = I NAT.TR PROOFING MEMBRANE o/ I, i GEIL. � I a p - - - - T'-4 I/2' TO V-6'- - - - - - _ - r=====______ _ ___________ r I '!4" EXTERIOR GRADE PLYWOOD o/ J 8 - I/8 G L - `9 I ;;1 111 I I -2x 12 FLR. 5Y5. (TAPER TO EXT) R45H. ATOR x t- I I I' 1 l ri 1 --- /i \ I I iii I I b� L-- -- - - ---- -- -- I I BARREL GEIL \ 0 i I „i iii I I I- I _ _ ! 4x8 j -- - ----------------- / \ I �,� _ _ _ _ _ -?�J I d� I-5 1/2'x5 I/2' POSTS r-----7 1 21 a I RAILING II � I , II � t- �t�` / `�� J MOTORIZED 5TORM ROLLER 5HUTTER 2X6,/ lirr------r7--f�--HT1 Iii MOUNTED ON INSIDE 2038 I I- 1 / \ ------I ni I ill - \ PERIMETER BEAM -- ----- i n u r------ -- -- u � O = � / � 1 I 111 L______J L__ J L ------- III I � \� ' /2 F.O. I� ICV ((( ; , / =ry 1 r----_=====tt - i I ' C _J ___#_-____ __-z J L______ ______� 8x8 COLlJMNS------ I II' ILr-. (2) 2680 FIX. FDO = II' ILP. 5 1/2' x 1114' BEAMS CEDAR 1- - - - - - - I -I - - - - - - - � � I I I I � � 11 I I I I I I 2446 D.H. I I 2446 D.H. I I BRACKETS - - - - - - - -1-1- - - - - - - � I _ I I _1 I1_ I CEDAR ( • E 'A') I ( 'A") I CEDAR I I BRACKETS I I BRACKETS u u u u .lULIETTE 8 RAILI I� I u u u 51_1 SII 2 _ (I� I QI_O ILII �}1_0�11 I 11 Ar, IT 3/4' x 5 1/2' I DECKING o/ L T -1 i PLAN IEW COMMENTS 11/4/16 WEATHER TREA 11/2' WHALLERS o/ =PLANIE11IENT5 3/18/16 REQ I6 641-0000 WATER PROOFI MEMBRANE o/ITEM 3/4' EXTERIOR PLYWOOD o/ 2x8 FLR 5Y5. APER TO EXT) 5 I/2'x5 I/2' P T5 mQ 4'-I I" 4'-I I" 5'-311 5 _3II 3 _Oi 12'-2j 31-0j 14'-q" 9'-1011 10'-�" 18'-3 15'-4" i lo 53'-6" I6' -O" IIr-1U-M �DRE551N6 KNEE SPACE; NOTES: I) ALL EXTERIOR WALLS ARE Q" I.G.F. EXCEPT AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED ' 3) ALL WALL THICKNESSES ARE ACTUAL 2x4=3 I/2" 2x6=5 I/2" 2x8=7 I/4", ETC... 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 5) ALL PLATE AND GE I L I NG HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. (b) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. 7) ALL ANGLES ARE 450 UNLESS OTHERWISE NOTED. 8) ALL INTERIOR AND EXTERIOR FLOOR 8 STEP FINISHES SHALL HAVE ANON -SLIP FINISH TO MEET ASTM G1028 STATIC COEFFICIENT ,� I I MIR � TIRDFLOOR Q" I.G.F. AND 2x6 EXTERIOR WALL5 NOTE: 1'-4 3/4" LR. 5Y5. USE I" WATER SUPPLY L I NES. 2x6 LEDGI STAIR DETAIL.. INTERIOR 2nd. FLOOR TO 3rd. FLOOR SCALE: N.T.S. qOS ING TREADS t RISERS (2x MIN) 26" 2611 INTERIOR LIVING AND ATTIC STORAGE SPACES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INGLUDIN6 SPRAY FOAM, I.G.F., AND SIPS PANELS. GEILIN65 ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY GEILIN65 SUCH AS COFFERED, BEAMED, AND DOME GEILIN65, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDING. OF FRICTION MIN. OF 0.6. Q) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE TREATED APPROPRIATELY FOR THE CONDITION 10) T =GLASS TO BE TEMPERED II) =EMERGENCY ESCAPE AND RESCUE OPENINGS 12) G =LABEL - 20 MINUTE ADDITIONAL NOTES: I) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-10 MININMUM 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. COMMUNITY DEVELOPMENT OFFICE COP"Y ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2" GYPSUM BOARD. it 8302.11 FIREBLOGKIN6. IN COMBUSTIBLE CONSTRUCTION, FIRE51LOGKIN6 SHALL BE PROVIDED TO OUT OFF ALL CONGEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN THE TOP STORY AND THE ROOF SPACE. FIREBLOGKIN6 SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INGLUDIN6 FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: I.I. VERTICALLY AT THE GEILIN6 AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT ALL INTERGONNEGTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP GEILIN65 AND COVE CEILINGS. 3. IN CONGEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES, AND WIRES AT GEILIN6 AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOGKIN6 OF CHIMNEYS AND FIREPLACES, SEE SECTION RI003.1a. b. FIREBLOGKIN6 OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 8302.12 DRAFT5TOPPIN6. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR/GEILIN6 ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED 50 THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (a2.a m2). DRAFT5TOPPIN6 SHALL DIVIDE THE CONGEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A GEILIN6 MEMBRANE BELOW, DRAF5TOPPIN6 SHALL BE PROVIDED IN FLOOR/GEILIN6 A55EMBLIE5 UNDER THE FOLLOWING CIRCUMSTANCES: I. GEILIN6 IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRA>`'IN6 IS CONSTRUCTED OF TRU55-TYPE OPEN -WEB OR PERFORATED MEMBERS. ♦♦W z V♦ H Z O O _ Froo Co _ N Z N = U W I.LO0 LL Cn a 0 W Z� O cf) � O LO co °' o 0 U U H 2 C\CO Cd Cd � zp 0 L4 a 71 Z L] V T� V1 W � O UCd) O LO Cd wj Q Q � o LU V Q Q LL LLJ r K 2LU OL LLJ OL Lu wj Q Q � W DRAWN BY: K56/13V CHECKED BY: DAA` 10/24/17 AJ -E: I/411= wj Q Q � 11_OII JOB NUMBER: X883 REVISED: PHS NO: -Al OF la- r 0 20'-5" 15'-102" 4" MOUS I I I I I I I I I I I I I I TYPICAL SLAB TYPICAL GARAGE FOUNDATION CONC. GRADE BEAMS 6" STRUCTURAL. CONCRETE SLAB o/ (o MIL. VAPOR BARRIER PAVERS &SUBSTRATE o/ WELL COMPACTED GRADE TO CLEAR PLANT TERMITE TREATED FILL-Z= PER STRUCTURAL. ENGINEER V DETAILS PER ENG. NOTE - ALL INTERIOR BEARING FOOT FLOOR TRUSS DESIGNER AND S 0 BE COORDINATED w/ LURAL ENGINEER IL rn)Q I II" w. FORMED AND POURED CONC. CURB. LEVEL w/ z t LU 0 \ HtC O rx O a I `4 I CANTILEVER ABY. MAIN HOUSE FF. ELEV. �r ELEV: 2 49�IAVE) _� I I RESBED �� N OUTDOOR - - - - - - H -------------------------- I MAS. OFN31 FOR IAO i15H W V I� .;;': O Qi Lo ----- -- - - - - - - - --- - - - - -- - ------ ------------- - ---� IFORAGE ELEVAI�D I V.=028 I tANKLESS TANIIII I I I GAS W.H. GAS W - - - --?RAS- - ------------� `r .--i cd I O Q) 1 AIR I I ELEV= 2028 NAVD COMP. L I -- O L W r--------- -J I I I vw I I I I LL_ PLUMBING CHASE '` I 1 lu �- f �: l:i --� I r---------------- I L----------- I S I I I _ 5_,2 f1 I -52 ,Ir 410" I I S'-112" 15'-04.: I •. I 20'-114:' I III I r 1 �� I I JJI L i I I-------------- - - - - - - - I I 1 FOUR CAR GARAGE _; I I _ r --EL.EVATOR I 1 SII = �' I I LL— I 1 v /� M 1 - - - - - CSB _ _ I .s. •. 4 - - - - I I SLP. TO / - ELEV: 21.18 VD 0 ELEV- 20b1 NAVE) ELEVATOR —L itI - r II I I J I� L—� - LEY.= 2128 - 1 I = N 1 I I I I � \ l/ `� i o P VERS of _ -�� i N I 1 I �� aILL --- 11 MOUS I I I I I I I I I I I I I � N I ELEV: 21.18 NAVE) I 11.. I - I ELEVATOR NOTE: I DEPTH OF PIT AND SIZE OF I I X11" _ _ OPENING SHALL VARY BASED r - - - - - - - - - - - - , 1 UPON ELEVATOR SELECTION: I I Lj � y - - SEE MANUFACTURER'S I SPECIFICATIONS. X6115-- I TYPICAL SLAB TYPICAL GARAGE FOUNDATION CONC. GRADE BEAMS 6" STRUCTURAL. CONCRETE SLAB o/ (o MIL. VAPOR BARRIER o/ AUGER CAST PILNGS o/ WELL COMPACTED GRADE TO CLEAR PLANT TERMITE TREATED FILL-Z= PER STRUCTURAL. ENGINEER V DETAILS PER ENG. NOTE - ALL INTERIOR BEARING FOOT FLOOR TRUSS DESIGNER AND S 0 BE COORDINATED w/ LURAL ENGINEER � N I ELEV: 21.18 NAVE) I 11.. I - I ELEVATOR NOTE: I DEPTH OF PIT AND SIZE OF I I X11" _ _ OPENING SHALL VARY BASED r - - - - - - - - - - - - , 1 UPON ELEVATOR SELECTION: I I Lj � y - - SEE MANUFACTURER'S I SPECIFICATIONS. X6115-- I I I 1 I I I I I I I I I I TYPICAL SLAB TYPICAL HOUSE FOUNDATION CONC. GRADE BEAMS 6" STRUCTURAL CONCRETE SLAB o/ 6 MIL. VAPOR BARRIER o/ AUGER CAST PILNGS o/ WELL COMPACTED GRADE TO CLEAR PLANT TEWITE TREATED FILL PER STRUCTURAL ENGINEER V DETAILS PER ENG. NOTE: ALL INTERIOR BEARING FOOTINGS FLOOR TRUSS DESIGNER AND STRUCTURAL t0 BE COORDINATED w/ ENGINEER I I I 1 I I I I I I I I I L II r�--- I 52 IP�(I 5'-4 2_: I ---------- --- ��s -� IM I 2 41,FOR1 PILNI ENTRY F'OOLEGlIJIP. I r I —F-�—T -r-� ��— r—��— �1 I II Inc 1 1: ` I I I I = I TWJD. II ------ 31 11 1 111 1 I 'I I I II w. FORMED AND POURED I I mltt I WJE). II �_ Y $ ii' I f 3 CONC. CURB. LEVEL w/ I I I I 1 r L WAC. 1 I i MAN HOUSE FF. ELEV. I - $I I �� /� �` - --------------J J �t �t 11" - L---- I MAS. ---1--- I -- — --- -- -- ---- -- ---- --FOR 3080 S.C. _— �----------- ,i----�—.-J------- _ _ < , _LJ—L—LJ—I—LJ—J —LJ—L ELEv.= 2128NAYE) I ------------------ ' -- 13 0 r-- -- -- = r----------, I I PORTABLE ' I SPA I I I I I ii 1 II II —J J I------- -- — -, 5'01A SPIRAL STAIR O Q + 144C i 1 PAVERS o/SUBSTRATE FOOL SPI ING FOR R N I i I I L. ABV. R I CANTILEVER ABV. I DETAILSRS +-22'-0" V-2" - 8U COLUMN IN Poo- let OOL i q In SIDEWALK 1 SIDEWALK PAVERS &SUBSTRATE PAYERS &SUBSTRATE ELE)II-- .- PLAN REVIEW COMMENTS 3/18/16 -- -- RE" 1(09691-0000 ITEM % _ 23'-4" 8 1' 4" 14'-4" 1'-4" 14'-4" l'-4" 14'-4" 1'-4" 14'-4" 24'-4" 6'-10" 10'-102" 10'-10" 70, 42'-0" 5'-0" 53'-/ :l V IGH CMU PIERS -� I PLAN REVIEW COMMENTS 9/4/16 OP OF FOUNDATION RETAINING WALL RE' 169691-0000 TO BE 36" BELOW FINISHED(TOP I I ITEM 4 --- GRADE TO CLEAR PLANT _ .__.` "-'- ro BE 36' BELOW FNI844ED 6 GRADE TO CLEAR PLANT r r ROOT BALLS) V DETAILS PER ENG. co cd co II 11 11 I `^ IL rn)Q I ---- 1 I I z t LU 0 I I O rx O a I `4 I �J �r ELEV: 2 49�IAVE) _� I I RESBED �� N r I - - - - - - H I J, W V I� O Qi Lo I ca I -, O - - - --?RAS- - ------------� `r .--i cd O Q) -- O L W r--------- -J I - ---! I RECESSSLAB2u - I LL_ PLUMBING CHASE '` 1 lu �- f �: l:i --� --- r---------------- I __ FIX-eWTRACKS-------- I _ 5_,2 f1 I -52 ,Ir 410" L - - - - CHUTE ABV. I 1 , I •. III 1 L i I I-------------- - - - - - - - 53 m b " I _ r --EL.EVATOR I 1 SII = �' II �� v /� M - - - - - CSB _ _ I .s. •. 4 - - - - I I 1 ELEV- 20b1 NAVE) ELEVATOR —L itI - r II I I J I� L—� - -- - 7 � I I - +-V-0"_ I I RKITCHEN o I 1 I I Y E R RI I• QUQUIVER _ -�� I �� aILL --- 11 I _J — J ccs ELEV.= 2128 NAVE) N I I ELEV.= 21.18 NAVE) � _ ���� I -- I I I I I 6 I 1 3 —Itt I L ILII III __ �I —— _ PAVE L II r�--- I 52 IP�(I 5'-4 2_: I ---------- --- ��s -� IM I 2 41,FOR1 PILNI ENTRY F'OOLEGlIJIP. I r I —F-�—T -r-� ��— r—��— �1 I II Inc 1 1: ` I I I I = I TWJD. II ------ 31 11 1 111 1 I 'I I I II w. FORMED AND POURED I I mltt I WJE). II �_ Y $ ii' I f 3 CONC. CURB. LEVEL w/ I I I I 1 r L WAC. 1 I i MAN HOUSE FF. ELEV. I - $I I �� /� �` - --------------J J �t �t 11" - L---- I MAS. ---1--- I -- — --- -- -- ---- -- ---- --FOR 3080 S.C. _— �----------- ,i----�—.-J------- _ _ < , _LJ—L—LJ—I—LJ—J —LJ—L ELEv.= 2128NAYE) I ------------------ ' -- 13 0 r-- -- -- = r----------, I I PORTABLE ' I SPA I I I I I ii 1 II II —J J I------- -- — -, 5'01A SPIRAL STAIR O Q + 144C i 1 PAVERS o/SUBSTRATE FOOL SPI ING FOR R N I i I I L. ABV. R I CANTILEVER ABV. I DETAILSRS +-22'-0" V-2" - 8U COLUMN IN Poo- let OOL i q In SIDEWALK 1 SIDEWALK PAVERS &SUBSTRATE PAYERS &SUBSTRATE ELE)II-- .- PLAN REVIEW COMMENTS 3/18/16 -- -- RE" 1(09691-0000 ITEM % _ 23'-4" 8 1' 4" 14'-4" 1'-4" 14'-4" l'-4" 14'-4" 1'-4" 14'-4" 24'-4" 6'-10" 10'-102" 10'-10" 70, 42'-0" 5'-0" 53'-/ :l V IGH CMU PIERS -� b' HIGH CMU ESTATE / PLAN REVIEW COMMENTS 9/4/16 OP OF FOUNDATION RETAINING WALL RE' 169691-0000 TO BE 36" BELOW FINISHED(TOP OF FOUNDATION ITEM 4 --- GRADE TO CLEAR PLANT _ .__.` "-'- ro BE 36' BELOW FNI844ED ROOT BALLS) GRADE TO CLEAR PLANT DETAILS PER ENG. ROOT BALLS) V DETAILS PER ENG. FOUND TION TEMPLATE NA91 14'-4" 1-1'-02" '-4 NOTE: USE P WATER SUPPLY LINES. 5F 14'-4" NOTE: ENGINEERS STRUCTURAL CRITERIA M,4"' OVERRIDE SHOWN DETAILS. FOR STRUCTURAL AND STRAPPINCx INI=0 ATION, REFER TO EN(fINEERINCz SHEETS. ADDITIONAL NOTES: � 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION ro25-33.00-1 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION (o, ANSI/ASCE -1-10 "MININMUM 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. COVERED PATIO PAVERS o/SUBSTRATE ELEV.= 2128 NAVD SLP. EXT. PATIO PAVERS &SUBSTRATE ELEV.= 2128 NAVD PILNG FOR COL. ABV. PILING FOR SPIRAL STAIR ABV. PILING FOR COL. ABV. PILING FOR COL. ABV. PILING FOR COL. ABV. 4' HIGH CMU ESTATE / RETAINING WALL (TOP OF FOUNDATION TO BE 36" BELOW FINISHED GRADE TO CLEAR PLANT ROOT BALLS) DETAILS PER ENG. 4' IGH CMU PIERS OF OF FOUNDATION TO BE 36" BELOW EXISTING GRADE TO CLEAR PLANT ROOT BALLS) DETAILS PER ENG. PLAN REVIEW COMMENTS 9/4/16 RE# 169691-0000 ITEM #4 COMMUNITY DEVELOPMENT APPROVED w FOLINDATIM NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROJECT SAI=ETY UNDER THE REQUIREMENTS OF OS.H.A. 2) ALL WORK SHALL BE's IN STRICT COMPLIANCE WITH THE 2014 FLORIDA BUILDINGS CODE, RESIDENTIAL, AND COUNTY BUILDINGS DEPARTMENT. 3) STRIP TOPSOIL, TREES, STUMPS, ROOTS ETC. FROM ALL AREAS WHERE CONSTRUCTION WILL OCCUR UNLESS NOTED OTHERWISE. 4) WHILE KNOWN UTILITIES ARE SHOWN, THE CONTRACTOR SHALL EXERCISE CAUTION WITH EARTHWORK AS UNMARKED UTILITIES MIGHT BE ENCOUNTERED. 5) ALL UTILITIES SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO ANY WORK. 6) FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER DEBRIS. 1) FILL SHALL BE PLACED IN 12" LOOSE LIFTS, COMPACTED TO 435% MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERI" 1INED BY ASTM 0 -1551 -METHOD 'A' 8) INTERIOR BEARING LOCATIONS SHOULD BE COORDINATED WITH TRUSS MANUFACTURER S) PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL SLABS (INTERIOR). F- LU z - Wz U) O ZUti 0 W O F N Z N UOW NNW W m I -LL U cnw0 Z� Ocf) 0 DRAWN BY: KBG/B1( GHEGKED BY: °P`TE` 10/24/11 sG 1/4"=1'-0" JOB NUMBER: 5903 REVISED: AID 18' o � Lu Lo � rn o Q o C\2 U U H V co cd co 0 IL rn)Q ItLu�V s) z t LU 0 O rx O a v�v �J z J, W V B O Qi Lo C\2 co ca O .--i cd O Q) O L W co DRAWN BY: KBG/B1( GHEGKED BY: °P`TE` 10/24/11 sG 1/4"=1'-0" JOB NUMBER: 5903 REVISED: AID 18' Lu Q V K 0 IL C, ItLu�V s) LU 0 v�v V DRAWN BY: KBG/B1( GHEGKED BY: °P`TE` 10/24/11 sG 1/4"=1'-0" JOB NUMBER: 5903 REVISED: AID 18' O W r V) 0 wO 0( (I N m C: O Z 0 O Z w � O rr Z fTl 0" RAKE OVERHANG (DRIP ONLY) 24'-'1" PLT. HGt. IF -1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +10'-1 1/6" PLT. HGT. +2'-0" STUB 0" RAKE OVERHANG - (DRIP ONLY) 22'-7 PLT. HGT. 11'-1 1/8" PLT. HGT. +1'-4 3/4" FLP_ SYS. +10'-1 1/8" PLT. HGT. (PLUS STEPDN.) Z PLAN REVIEW COMMENTS 3/18/16 ITEM RE+ 169691-0000 ut 5 0 N SE WALL GUEST BATH -1 RIDGE IC' -I 1/8" CEIL. FALSE WALL SOUTH COVERED BALCONY 10'-I 1/8" CEIL. PLUS STEPDN. COPULA 4:12 IC' -I 1/8" GEIL. _Q 4:12 LINE OF 2nd. FLOOR BELOW - 0 cv 4 22'-1" PLT. HGT. � p il'-1 I/8" PLT. HGT. `r +1'-4 3/4" FLR SYS. +10'-1 1/6" PLT_ HGT. (PLUS STEPDN.) GUEST KITCHEN V� 10'-I 1/8" GEIL. �p w/ BEAMS GUEST 54TH -2 10' 11/5" GEIL. 10'-11/5" GEIL. 22'-7 PLT. HGT. LU 11'-1 1/8" PLT. HGT.. ESTABLISHED IN SECTION (o28-33.007 +1'-4 3/4" FLR SYS. z NORTH Q IN ACCORDANCE COVERED eUEF BED 10'-I I/8" GEIL. ,= i BALCONY I0'-1 1/8" GEIL. PLUS STEPDN. WITH A MINIMUM SE WALL GUEST BATH -1 RIDGE IC' -I 1/8" CEIL. FALSE WALL SOUTH COVERED BALCONY 10'-I 1/8" CEIL. PLUS STEPDN. COPULA 4:12 IC' -I 1/8" GEIL. _Q 4:12 LINE OF 2nd. FLOOR BELOW - 0 cv 4 22'-1" PLT. HGT. � p il'-1 I/8" PLT. HGT. `r +1'-4 3/4" FLR SYS. +10'-1 1/6" PLT_ HGT. (PLUS STEPDN.) GUEST KITCHEN V� 10'-I 1/8" GEIL. �p w/ BEAMS GUEST 54TH -2 10' 11/5" GEIL. 10'-11/5" GEIL. 22'-7 PLT. HGT. ARE DESIGNED TO BE IN COMPLIANCE WITH THE 11'-1 1/8" PLT. HGT.. ESTABLISHED IN SECTION (o28-33.007 +1'-4 3/4" FLR SYS. z +10'-1 1/8" PLT. HGT. WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION (o, ANSI/ASCE -7-10 ''MININMUM O 30'-0 1/8" PLT. HGT. OJ WITH A MINIMUM 29'-4 1/4" PLT. HGT. 3) THE COM ONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR 443: LU SPECIFIC TIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM , � MENTIONED IN NOTE 2. z RIDGE T-0" EAVE OVERHANG II II 22'-7 PLT, HGT. 11'-1 1/8" PLT. HGT. +I'-4 3/4" FLR SYS. +10'-1 1/8" PLT, HST. eUE F LIVINC3 10'-I 1/8" GEIL. Lu/ BEAMS GUEST ENTRY COVERED BALCONY IC' -I 1/8" CEIL. PLUS STEPDN. VLT. CEIL. I i8'-1 1/8" TO I/ ,� - - - - - - ,� I tl� I SEAT I 4:12 Q 4:12 ------------ �I C11 / I I � I ' BATH -2 I I CLOS. VLT. CEIL. I I/8 T-41/2 TO 8 6 ----- RdSN. CEIL. I I ARE DESIGNED TO BE IN COMPLIANCE WITH THE z ESTABLISHED IN SECTION (o28-33.007 FLORIDA z 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION (o, ANSI/ASCE -7-10 ''MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER 30'-0 1/8" PLT. HGT. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM 29'-4 1/4" PLT. HGT. 3) THE COM ONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR 30'-9 5/8" PLT. HGT. SPECIFIC TIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER � MENTIONED IN NOTE 2. z fr - - - - -- ------------ .9 {d z:0 __DR.__ —��� I I---- V-1 I/8" PLT. HGT. > l7 V-1 1/8" PLT. HGT. I I I I I .0 V-1 1/8" PLT. HGT. � 1-0 I I I I LU I I +1'-4 3/4" FLR. SYS. 0 Q +I'-4 3/4" FLR SYS. 0 1 z 3/4" EXT GRADE PLYWO o/ 1 I 2 SYS. (TAPER TO EX ! +1'-4 3/4" FLR SYS. I r J Z +10'-1 1/8" PLT. HGT. 3/4" FLR SYS. z O +10'-1 1/8" PLT. HGT. +I'-4 3/4" FLR SYS. z 0 = (k z +10'-1 1/8" PLT. HGT. +1'-4 3/4"FLR SYS. + `\ lb W +1'-4 +&'-1 1/8 PLT. HGT. d. LR +-['-4 I/2 PLT. HGT. Q — — — — +V-13 i/8��PLT. HGt. > �^ �l I I I L - /�,------- ra O I I I I: a O --------- ----- 51/2"x 1/2 " POSTS - - ,� iRA RAILING O 4 \ / /i W 1 Oil IRA Y - 2 0 EAVE OVERHANG ' - " MOTORIZED STORM ROLLER SHUTTER 0 J cp ONLY) W I QI I ELE MOUNTED ON INSIDE 4 Lull I ROLLER SHUTT MOUNTED ON INSI 1 8'-1 1/8" CEIL. PERIMETER BEAM lug / > �� I I PERIMETER BEAM Ri 1 � RkSH. T N II i Q > > 4 \ — — — —— A1L�P1G� — — — — — — — — — — — — — — --- --- --- ---- — — — -- --- ---- ReSN. I 12 Ul----- \` ------� > 1 Z = Z lin LU I I I I VLT. CEIL. _` `" Q � AK RE �I - - - VL . 1 5 - 1 VLT. ,L I I > I T-4 1/2" TO 8' 6" CEIL. � Ir j , I I 0" RAKE OVERHANG 2'-0" EAVE OVERHANG 4 (DRIP ONLY) VLT. CEIL. I i8'-1 1/8" TO I/ ,� - - - - - - ,� I tl� I SEAT I 4:12 Q 4:12 ------------ �I C11 / I I � I ' BATH -2 I I CLOS. VLT. CEIL. I I/8 T-41/2 TO 8 6 ----- RdSN. CEIL. I I — L 30'-0 -7/8" PLT. HGT. V-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +10'-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +8'-1 1/8" PLT. HGT. 24'--1" PLT. HGT. V-1 1/8" PLT. HGT. 1 +1'-4 3/4" FLR SYS. 1 +10'-1 1/8" PLT. HGT. +4'-0" STUB RAKE OVERHANG ' OIL 10'-0 3/6" PLT. HGT. 4:12 SHED ROOF BELOW PLAN R1=VIEW COhIMENTB 9/4/16 �� 169691-0000 ITEM n 30'-0 1/8" PLT. HGT. PLAN "'lamNMY _ • 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE 6TANDAFD5 ESTABLISHED IN SECTION (o28-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION (o, ANSI/ASCE -7-10 ''MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3) THE COM ONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR UE SPECIFIC TIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. z OPTL. 6B _ rL- - - - - -- ------------ .9 {d z:0 __DR.__ —��� I I---- --� I I U r - 3/4" x 51/2" IPE DECKING o/ --- 1 ------ I I I I I .0 WEATHER TREATED 1 1/2" LERS 1 � 1-0 I I I I LU I I z WATER PROOFIN RANE o/ I I I L II 64oCEIL. 1 1 I �I I I W 3/4" EXT GRADE PLYWO o/ 1 I 2 SYS. (TAPER TO EX ! 8'-6 GEIL I r J cv I I F-------1 4�4, I2$:12>I SLP. 70 z + `\ lb W d. LR I L----- -- — — — — > BARREL GEIL. /0' > d \`� I I I L - /�,------- ra -------- I I I I: a -------- I --------- ----- 51/2"x 1/2 " POSTS - - ,� iRA 8ED 2x12 PLATEFORM o/ I \ / /i W 1 Oil IRA SED HALL GEIL. BELOW - Iz MOTORIZED RM ONLY) I QI I ELE ROLLER SHUTT MOUNTED ON INSI 1 8'-1 1/8" CEIL. / > �� PERIMETER BEAM RkSH. — L 30'-0 -7/8" PLT. HGT. V-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +10'-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +8'-1 1/8" PLT. HGT. 24'--1" PLT. HGT. V-1 1/8" PLT. HGT. 1 +1'-4 3/4" FLR SYS. 1 +10'-1 1/8" PLT. HGT. +4'-0" STUB RAKE OVERHANG ' OIL 10'-0 3/6" PLT. HGT. 4:12 SHED ROOF BELOW PLAN R1=VIEW COhIMENTB 9/4/16 �� 169691-0000 ITEM n 30'-0 1/8" PLT. HGT. PLAN "'lamNMY _ • 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE 6TANDAFD5 ESTABLISHED IN SECTION (o28-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION (o, ANSI/ASCE -7-10 ''MININMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 130 MPH. 3) THE COM ONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFIC TIONS IN ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. VON OWN ' I IIIc!:: i 1 IIL�1 N I VLT. I I II BUILT-INS /'/ i5 D#1. F74��ON�' i BUILT-INS ----- c,, ---------- EXT. rI tl O•� tl M oa \\ I I // o -, 1Lu5/8" CEIL. 1 I N I y <• ---------- N -------- - C 0 36 LINEAR D.. } % / z a w/ BEAMS j SLOPE TRAY TV. ABOVE OPTL. 6B _ rL- - - - - -- ------------ .9 {d z:0 __DR.__ —��� I I---- --� I I `' r - 3/4" x 51/2" IPE DECKING o/ --- 1 ------ I I I I I .0 WEATHER TREATED 1 1/2" LERS 1 � 1-0 I I I I LU I I w/ BEAMS WATER PROOFIN RANE o/ I I I L II 64oCEIL. 1 1 I �I I I W 3/4" EXT GRADE PLYWO o/ 1 I 2 SYS. (TAPER TO EX ! 8'-6 GEIL I r J I L------- I I F-------1 LO I2$:12>I SLP. 70 r r, I VLT. I I II OI�N i5 D#1. VLT. 1. ----- c,, ---------- EXT. rI tl O•� tl M oa V I I IIIT i SUITE= � o j i <• ---------- N -------- - C 0 q q S o z a SLOPE TRAY CEIL alwo I �d O z .9 {d z:0 O q o NE . logo. I 8'-9 1/8" TO -IC 1/4" �- LU Cpp o SIS P, Q 8, .0 LI � 1-0 P O s 0.1-20 tip 1 1 w/ BEAMS LU I I p� RIDGE W EXERCISE Z -------� I I F-------1 LO I2$:12>I VLT. CEIL, T-41/2" TO 8'-6" J `\ II U II I I I L----- -- — — — — > BARREL GEIL. /0' > d \`� I I I L - /�,------- - - - - - -------- I I I I: a -------- I --------- ----- 51/2"x 1/2 " POSTS - - ,� O'H (DRIP 4 FRIEZE \ / /i W 1 Oil - MOTORIZED RM ONLY) I QI I ROLLER SHUTT MOUNTED ON INSI 1 / > �� PERIMETER BEAM i Q — — — —— A1L�P1G� — — — — — I 12 12 IISI AK RE �I I I I I cA 4:12 O HANGS. 4:12 � Ir , 0" RAKE OVERHANG 2'-0" EAVE OVERHANG 4 (DRIP ONLY) EAVE OVERHANG U (THIS LOC.) 0 O L� 31'-0 7/8" PLt HST F=LT_ i-IGt_ 30'-9 5/8" PLt HGT 1 ENTRY PLUS STEPDN. 2V 4 1/4" PLT. HGT. PLAN REVIEW COMMENTS 3/18/16 RE? 169691-0000 V-1 1/8" PLT. HGT. ITEM 5 +1'-4 3/4" FLR SYS. +10'-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +V-4 1/2" PLT. HGT. 2V-0 9/16" PLT. HGT. V-1 1/8" PLT. HGT. +1'-4 3/4" FLR SYS. +10'-1 1/8" PLT. HGT. +I'-4 3/4" FLR SYS. +1'-0 13/16" BEAM HGT. NOTE: R-22 OPEN -CELL SPRAY FOAM INSULATION (ICYNENE) NO ATTIC VENTILATION REQUIRED INTERIOR L I V I N6 AND ATTIC 5TORA&E SPACES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INCLUDING SPRAY FOAM, I.G.F., AND 51P5 PANELS. CEILINGS ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY CEILINGS SUCH AS COFFERED, BEAMED, AND DOME CEILIN65, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE 51JILDIN6. 12 stUP (SEE ELEV) T ---- FU OVERHANG 12 TYPICAL PLT. DETAIL TYPICAL STUB DETAIL V-1 1/8" PLT. HGT. PLUS STEPDN. +1'-4 3/4" FLR SYS. +10'-1 1/8" PLT. HGT. +i'-4 3/4" FLR SYS. +e'-9 -1/8" PLT. HGT. ALL PLATE HGTS. ARE TAKEN FROM TWE__99COND FLOOR SUB -FL OR FROM THE TOP OF THE MAIN HOUSE SLAB/BLK (FIN. FLR) NOTE: ALL VENT STACK, PIPES, EXHAUSTS, ETC., TO BE LOCATED ON REAR OF HOUSE AND NOT VISIBLE FROM STREET. NOM: ALL ROOF FRAMING t0 BE PRE -MANUFACTURED ROOF TRUSSES - TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS EXCEPT WHERE NOTED ADDITIONAL INTERIOR BEARING MAY BE REQ'D BY ROOF TRUSS MANUFACTURER CONTRACTOR TO COORDINATE w/ KEVIN GRAY DESIGN GROUP AND WINDLOAD ENGINEER NOTE: ADDITIONAL INTERIOR BEARING MAY BE REQ'D BY STRUCTURAL ENGINEER CONTRACTOR TO COORDINATE w/ KEVIN GRAY DESIGN GROUP AND WINDLOAD ENGINEER NOTE: (1) EAVE OVERHANGS SHALL BE 2'-0" FROM FACE FRAME. 1'-8" WHERE NOTED. (2) RAKE OVERHANGS SHALL BE 2'-0" FROM FACE OF FRAME 0", 4" AND 12" WHERE NOTED. (3) RAKE OVERHANG SHALL BE 0" At DORMER (DRIP AND FRIEZE ONLY) (4) ROOF PITCH SHALL BE 2B/12,3/12 AND 4/12 (5) ROOF FRAMING LUMBER TO BE *2 OR BETTER 1'-8" EAVE OVERHANG (THIS LOC.) C0MMUN/lYD APEVELOPMENi �o V Excret n1 4ho 2014 Pkwlda SlUfka g Codd.1%WkJ0 1a1 Rem& 88065 Unvented attic and unvented enclosed rafter assemblies. Unvented attic assembles (spaces between the ceiling joists of the top story and the roof rafters) and unvented enclosed rafter assemblies (spaces between ceilings that are applied directly to the underside of roof framing members/rafters and the structural roof sheathing at the top of the roof framing members/rafters) shall be permitted if all the following conditions are met: I. The unvented attic space is completely contained within the building therms I envelope. 2. No interior Class I vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly or on the ceiling side of the unvented enclosed rafter assembly. 3. Where wood shingles or shakes are aced, a minimum 1/4 inch ((Omm) vented air space separates the shingles or shakes and the roofing underlayment above the structural sheathing. 4. In Climate Zones, � 6, -1 and 8 of Table 8301.1 of the Florida Building Code, Energy Conservation, any air impermeable insulation shall be a Class TI vapor retarder, or shall have a Class III vapor retarder coating or covering in direct contact with the underside of the insulation. 5. Either Items 5.1, 52, or 53 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. 5.1 Air -impermeable insulation only. Insulation shall be applied in direct contact with the underside of the structural roof sheathing. 5.2 Air -permeable insulation only. In addition to the air -permeable insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing as specified in Table 88065 for condensation control. 53 Air -impermeable and air -permeable insulation. the air -impermeable insulation shall be applied in direct contact with the underside of the structural roof sheathing as specified in table 88065 for condensation control. The air -permeable insulation shall be installed directly under the air -impermeable insulation. 5.4 Wherepreformed insulation board is used as the air -impermeable insulation layer, it shall be sealed at the perimeter of each individual sheet interior surface to form a continuous layer. ROOF FRAMiWs LECsEND: O ROOF VENT INTERIOR BEARING WALL OR RAISED KNEE WALLS FROM F!RST FLOOR BEARING WALL FALSE WALL (TYP FRAMED OVER DOUBLE MEMBERS) ® HEADERS - ENGINEER TO VERIFY ® BEAMS, DOUBLED TRUSSES, OR GIRDER TRUSSES BY OTHERS - PER MANUFACTURERS SPECS ® STEEL MEMBERS O CONCRETE LINTELS • STEEL POSTS . WOOD POSTS ROOF JOISTS OR ROOF TRUSSES BY OTHERS - PER MANUFACTURERS SPECS L BEAM, JOIST, OR TRUSS HANGERS ♦♦W z V♦ O H Z 0 O = O _ 04 Z N C�o� =U W Ljl­ L.i.. O 0 LL DU ZUj � i/) ♦o V MJWAU Aft . �.. L V LU C� o LL LO c� 0 0 (� V 1 q q A17.4 tl O•� tl M oa V g o < LU Ao 1.2s 0 q q S o z a �ti po cl g alwo I �d O z .9 {d z:0 O q o NE . logo. 10 �- LU Cpp o SIS P, Q 8, .0 LI � 1-0 P O s 0.1-20 tip ° 0. ° AO � �aR LU A Op 0 p� C'J W Z < MJWAU Aft . �.. L V LU C� o LL LO c� 0 0 (� V 1 rn F� C\2 U Uce) LU cd Cd !_j V < LU 0)) a z a O a / O �- LU 71 71 71 Z 71 F --a LU 0 W Z < LO Cd U --� fr-•1 �X .--1 U •--1 CO Q) o � O LO !n W Cd MJWAU Aft . �.. L V LU C� LL U (� V 1 LU V < LU O J --U / O �- LU � OL LU 0 Z < DRAWN BY: KB6/B1( CHECKED BY: DATE: 10/24/11 1/4 -05 NUMBER: mJSS3 REVISED: DkIIIS NO - All � I8, 12 2.5 r kD Ol 3/4" x 5 I/2" IPE DECKING o/ r WEATHER TREATED 1 1R" W14ALLERS o/ WATER PROOFING MEMBRANE o/ 3/4" EXTERIOR GRADE PLYWOOD o/ 2x12 FLR SYS. (TAPER TO EXT.) MEMBRANE FLASHING W m ROOOFRTR SEED WOOD OPEN -CELL SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) SSpTTTA�NDING �LS�EEAM METAL ROOF o/ •301xROOOFF IFELTT ORS N 5/8 COX PPL) oYWOOD SHEATHING w/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARING POINT SIZE 4 TYPE BY ENGR 7 ALUMINUM EAVE DRIP o/ i� Ix2 P.T. NAILER EXPOSED RAFTER TAIL 22x 6((SCgA15 ONTO TRUSS) T 6 FIN18H IRD -OR- 1/4" UID. FRIEZE o/ 1/4" WD. FRIEZE MOLDING PER ENG. SK TH SIDING o/ V2" 5TRUCTURAL SHEATHING o/ 80 IT FRAMING Bx8 COLUMN WOOD RAILING /MEDIATE/ RAILS .L NOT ALLOW SAGE OF A 4" mm) OR MORE 1. SPHERE (Tyra - - - - - - - - - - - - - - - - - - - - - - - in o/ - I 2 4' x 3/4' P.T. 8D. o/ LER (FOR WATER ESCAPE) o/ BLOCKING W64L t STICK E"TAPE o/ — TERPROC— MB 6R rE 4x8 BEAMS 1• II i/4" HARDIE TRIM BD. �''•, PER ENG :)TW SIDING o/ 1/2" ITRUCTURAL SHEATHING o/ Sa IT FRAMING MO ORIZED STORM R SHUTTER MO TED ON INSIDE TER BEAM inisimili ji I 111111111111 1111111 LEDGER BD. 4 JOIST HAW;ERS BLOCKING P.T. (2) 2xI0 LEDGER BD. ANCHOR PER ENG. ((BOLT REQUIRED � 1" 1'-4" FLOOR SYSTEM BE OPEN WEBBED FLOOR TRUSSES ~— (PER MANUFACTURER'S SPEC'S) r -- UNDER 3/4" T4J PLYWOOD Sa $IIBFLOOR (GLUED AND SCMWED) (BMT AS REQUIRED) NOT ALLOW P (BOLT AS REQUIRED) � mm) OR MORE DI � 8x81 COLUMN 5' I L (PER MANUFACTURER'S SP'EC'S) 61 UNDER 3/4" T<J PLYWOOD �J 1 PASSAGE OF A 4" (102 mm) > 1'-4" FLOOR SYSTEM 71 •I: r: r 5/8" GYP. BD. ON CLG'S < JOIST / TRUSS HANGERS OR MORE DIAM. SPHERE STUCCO VENEER OVER FORMED AND POURED I' co CONC. LINTEL PER ENG. N � O °: I^ 1/2" GYP. BD. ON WALLS (TYP) OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPECS) 2x10 �r I ° F i. STUCCO JOINTS PER PORTLAND •L� ;r. O Lo CEMENT ASSOCIATION SAFETY TERMINAL, .1 RECOMMENDATIONS r. q UNDER 3/4" TtJ PLYWOOD SUBFLOOR (GLUED AND SCREUIED) ,a VOLUTE, OR TURNOUT 1. FORM WALL HORIZONTAL / VERTICAL TIES AND y ' m I/2" GYP. BD. ON WALLS (TYP) 1'-4" FLOOR SYSTEM } CRITERIA PER FSC, CHAPTER 6, 8611 71,11 cls I SUBFLOOR (GLUED AND SCREWED) m 7 1 m TRIANGULAR OPN' FORMED I I . — OF OF AAIRWAYY v7 T/7 T ARE PERMITTED TO BE CF LEDGER BD. t JOIST HANGERS ANCHOR PER ENG. SIZE THAT A SPHERE 6 " (152 mm) CANNOT PASS THROUGH RAIL Iii DETAIL SCALE: N.T.S. TKs CEIL. i P• 5/6" GYBD. ON CLG'S i •:a:l... JOIST / TRUSS HANGERS r 0 ROLL ON. HURRICANE SHUTTER •I; I. 'i FORf'tED AND POURED F CONC. LINTEL PER ENG. I I/2" GYP. BD. ON WALLS (TYP) • i• i I NICHIHA "NICHISHAKE-FIBER CEMENT" SIDING o/ 1 1/2"A 1R" FURRING • 16" O.G. o/ TYVEK OR EQUAL DRAINAGE PLANE i } (BEYOND) ri • I. 1'I NOTE: °. I'f. BALL WINDOW AND DOORFlX OBNSET UREB, FTG. ED OVER BLOCKING) J I, 21.18 NAVP 4" WD. OR FYPOM TRIM 11" INSULATED CONCRETE FORM WALL (BEYOND) HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN. DESIGN CRITERIA PER FSC, CHAPTER 6, 8611 .gip (SEE STRUCTURAL SHEETS) 0 3/4" x 5 1/2" IFE DECKING o/ WEATHER TREATED 1 1/2" WHALLERS o/ WATER PROOFING MEMBRANE o/ 3/4" EXTERIOR GRADE PLYWOOD o/ 2x12 FLP. SYS. (TAPER TO EXT.) MEMBRANE FLASHIN4-_ W m ROOOFRTR SEED WOOD OPEN -CELL SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) SSpTTTA�NDING �LS�EEAM METAL ROOF o/ •301xROOOFF IFELTT ORS N 5/8 COX PPL) oYWOOD SHEATHING w/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARING POINT SIZE 4 TYPE BY ENGR 7 ALUMINUM EAVE DRIP o/ i� Ix2 P.T. NAILER EXPOSED RAFTER TAIL 22x 6((SCgA15 ONTO TRUSS) T 6 FIN18H IRD -OR- 1/4" UID. FRIEZE o/ 1/4" WD. FRIEZE MOLDING PER ENG. SK TH SIDING o/ V2" 5TRUCTURAL SHEATHING o/ 80 IT FRAMING Bx8 COLUMN WOOD RAILING /MEDIATE/ RAILS .L NOT ALLOW SAGE OF A 4" mm) OR MORE 1. SPHERE (Tyra - - - - - - - - - - - - - - - - - - - - - - - in o/ - I 2 4' x 3/4' P.T. 8D. o/ LER (FOR WATER ESCAPE) o/ BLOCKING W64L t STICK E"TAPE o/ — TERPROC— MB 6R rE 4x8 BEAMS 1• II i/4" HARDIE TRIM BD. �''•, PER ENG :)TW SIDING o/ 1/2" ITRUCTURAL SHEATHING o/ Sa IT FRAMING MO ORIZED STORM R SHUTTER MO TED ON INSIDE TER BEAM inisimili ji I 111111111111 1111111 LEDGER BD. 4 JOIST HAW;ERS BLOCKING AS ANCHOR PER ENG. ((BOLT REQUIRED � 1" 1'-4" FLOOR SYSTEM BE OPEN WEBBED FLOOR TRUSSES ~— (PER MANUFACTURER'S SPEC'S) r -- UNDER 3/4" T4J PLYWOOD Sa $IIBFLOOR (GLUED AND SCMWED) (BMT AS REQUIRED) NOT ALLOW P I i• I ° � mm) OR MORE DI � 8x81 COLUMN 5' I L (PER MANUFACTURER'S SP'EC'S) 61 UNDER 3/4" T<J PLYWOOD �J 1 PASSAGE OF A 4" (102 mm) > 71 •I: r: r 5/8" GYP. BD. ON CLG'S < JOIST / TRUSS HANGERS OR MORE DIAM. SPHERE STUCCO VENEER OVER FORMED AND POURED I' co CONC. LINTEL PER ENG. N � O °: I^ 1/2" GYP. BD. ON WALLS (TYP) NEWEL POST, W m ROOOFRTR SEED WOOD OPEN -CELL SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) SSpTTTA�NDING �LS�EEAM METAL ROOF o/ •301xROOOFF IFELTT ORS N 5/8 COX PPL) oYWOOD SHEATHING w/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARING POINT SIZE 4 TYPE BY ENGR 7 ALUMINUM EAVE DRIP o/ i� Ix2 P.T. NAILER EXPOSED RAFTER TAIL 22x 6((SCgA15 ONTO TRUSS) T 6 FIN18H IRD -OR- 1/4" UID. FRIEZE o/ 1/4" WD. FRIEZE MOLDING PER ENG. SK TH SIDING o/ V2" 5TRUCTURAL SHEATHING o/ 80 IT FRAMING Bx8 COLUMN WOOD RAILING /MEDIATE/ RAILS .L NOT ALLOW SAGE OF A 4" mm) OR MORE 1. SPHERE (Tyra - - - - - - - - - - - - - - - - - - - - - - - in o/ - I 2 4' x 3/4' P.T. 8D. o/ LER (FOR WATER ESCAPE) o/ BLOCKING W64L t STICK E"TAPE o/ — TERPROC— MB 6R rE 4x8 BEAMS 1• II i/4" HARDIE TRIM BD. �''•, PER ENG :)TW SIDING o/ 1/2" ITRUCTURAL SHEATHING o/ Sa IT FRAMING MO ORIZED STORM R SHUTTER MO TED ON INSIDE TER BEAM inisimili ji I 111111111111 1111111 LEDGER BD. 4 JOIST HAW;ERS BLOCKING I ANCHOR PER ENG. i o/ TYVEK OR EQUAL DRAINAGE PLANE 4" WD. OR FYPON TRIM FLASHING PER FMA HAMA i-%)-01 11" INSULATED CONCRETE FORM WALL (BEYOND) HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN. DESIGN CRITERIA PER FSC, CHAPTER 6, R&II (SEE STRUCTURAL SHEETS) INTER -LOCKING PAVER SYSTEM SAND -FILLED JOINTS IN - I'Vz" CONCRETE SAND TO MEET ASTM C33 6" STRUCTURAL CONC. SLAB TDDESITAABASCOURSE C gMD IEDO A ENOF LEAST 21.18 NA — — — — — — pROGTOR MAXIMUM pRY ITY (ASTM Q 1531)— _ UIITF�A hTrNIMUM CBR OF 1IPT�ONAL) — — - -r-- 17 212G NAVD w Y�. 1 r -1..1/\j//\j/\j/\\j/\\j/\\i\Ni\\i\\i\\i\\i\\i\\i \i \ice/i /n/i✓n/i /i /i /i /i /i /i✓i /i✓i./i/i\//\//\\//\\//\\//\\//\\//\\//\\///\//\//\//\�\\//\ /\\ STABILIZED SUBGRADE (NON -PLASTIC, I*101iCsANic uj--- r -°-r, I ' \/i\\//\\/\/\\/ `�% OF THE t'ROGTOR MAXIMUM DRY DENSITY 1LI / / / / \�\\/\\�\\/\\/ i .i i •i i y i\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\ \ \\ \\/. TABILIZED TO A MINIMUM OF LBR OR 40.//\//\//\//\//\//\//\//\//\//\//\//\/\/\//\//\/%U 8x8 COLUMN PEIR :nko 1" m BE PER ENG. ~— TH SIDING o/ 36" . WOOD RAILING Sa DIATE RAILS (BMT AS REQUIRED) NOT ALLOW P AGE OFA 4" (102 mm) OR MORE DI SPHERE (TYP.) I // GGPIC GRADE BEAM / \ /.\ /.\ /.\ CAST PILINGS I I6" AUGER CAST PILINGS NO" (STRUCTURAL) SHEETS 4pDItIONAL MFORMATION ADDITIONAL INFORMAON "I EXTERIOR WALL DETAIL AT OCEAN SIDE 5 ALCONIES SCALE: 1/2" IN 1'-0" RAIL DaRM UHIU.LER (FOR WATER ESCAPE) o/ - PEIR t STICK EPOM TAPE o/ N TEFPP400PNG hE1`113RA1•E 1" 11 1/4" HARDIE TRIM BD. BE PER ENG. ~— TH SIDING o/ V2" STRUCTURAL SHEATHING o/ Sa IT FRAMING (BMT AS REQUIRED) ORIZED STOW W �x LER SHUTTER M 'JNTED ON INSIDE PE IMETER BEAM 8x81 COLUMN 5' IA. SPIRAL STAIR r (PER MANUFACTURER'S SP'EC'S) 61 I // GGPIC GRADE BEAM / \ /.\ /.\ /.\ CAST PILINGS I I6" AUGER CAST PILINGS NO" (STRUCTURAL) SHEETS 4pDItIONAL MFORMATION ADDITIONAL INFORMAON "I EXTERIOR WALL DETAIL AT OCEAN SIDE 5 ALCONIES SCALE: 1/2" IN 1'-0" RAIL ING TO RESIST 200 LBS. PEIR SQ. FT. MIN. HAN RAIL 11/411 TO 2" DIAMETER INTERMEDIATE RAILS C\2 U C) 5/8" GYP. BD. ON CLG'S I.CF. LINTEL PER ENG. r P.T. 2x8 PLATE i w i• °I. I L (BMT AS REQUIRED) , "r I W �x e I.CF. LINTEL PER 1. (BOLT AS REQUIRED) '1111_ SHALL NOT ALLOW i. OPEN WEBBED FLOOR TRUSSES Q (PER MANUFACTURER'S SP'EC'S) .I I. • I UNDER 3/4" T<J PLYWOOD �J SUBFLOOR (GLUED AND SCREWED) PASSAGE OF A 4" (102 mm) > 71 •I: r: r .I • r< :i. < I� OR MORE DIAM. SPHERE STUCCO VENEER OVER . r } I' co PAPER BACKED METAL LATHE N � O °: I^ a'-1 NEWEL POST, 2x10 �r I ° F i. STUCCO JOINTS PER PORTLAND •L� ;r. O Lo CEMENT ASSOCIATION SAFETY TERMINAL, .1 RECOMMENDATIONS r. q 11" INSULATED CONCRETE ,a VOLUTE, OR TURNOUT 1. FORM WALL HORIZONTAL / VERTICAL TIES AND y ' m I/2" GYP. BD. ON WALLS (TYP) 1'-4" FLOOR SYSTEM } CRITERIA PER FSC, CHAPTER 6, 8611 71,11 cls I SUBFLOOR (GLUED AND SCREWED) m 7 1 m TRIANGULAR OPN' FORMED BY THE RISER, T AD AND OF OF AAIRWAYY AT THE OPESIDE T ARE PERMITTED TO BE CF SUCH A SIZE THAT A SPHERE 6 " (152 mm) CANNOT PASS THROUGH RAIL Iii DETAIL SCALE: N.T.S. GYP. BC 2x STUD S.Y.P. 2x SOLE SUB -FL --NA r 0 torr mrt 1/2" GYP. BD. ON WALLS (TYP) STUD t0 FLOOR STRAP • ( ) O.C. 2x6 NOZ S.Y.P. BTM PLATE 1'-4" FLOOR SYSTEM OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SP'EC'S) UNDER 3/4" T4J PLYWOOD SUBFLOOR (GLUED AND SCREUEED) 5/8" GYP. BD. ON CLG'S (TYP) (2) 2x6 NO2 S.Y.P. TOP PLATES STUD t0 FLOOR TO STUD STRAP • ( ) OC. 2x6 STUDS 16" O.G. R-19 INSULATION 1/2" GYP. BD. ON WALLS STUD TO FLOOR STRAP • ( ) O.G. 2x6 NO2 S.Y.P. BTM PLATE 1'-4" FLOOR SYSTEM OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPEC'$) UNDER 3/w4" T4J MYWWOOD SUBFLOOR (GLUED AND SCREWED) ROOF TRUSSES WOOD SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) OPEN -CELL SSTTANDING �SEEAM METAL ROOF o/ +30IXRO�O )FELT ON 5/8 O.C. PPL) oYWOOD SHEATHING W/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARING POINT SIZE 4 TYPE BY ENGR 2'-011 PLAN 12EvIEW COMMENTS 3/18/16 o�••I. �• 169691-0000 ITEM 5 ALUMINUM EAVE DRIP o/ 1x2 PT. NAILER 2x& (SSCAB OPOSED ONNTOOt TAIL BEAD BOARD -OR- TIG FINISH 1 1/4" WD. FRIEZE o/ 1 1/4" WD. FRIEZE W/ MOLDING NICHIHA "NICHISHAKE-FIBER CEMENT" SIDING o/ TYVEK OR EQUAL DRAINAGE PLANE o/ 1/2" STRUCTURAL SHEATHING 1 1/2" x 1 1/2" P.T. TRIM BD. o/ IN x 11 1/4" HARDIE TRIM BD. NICHIHA "NICHISHAKE-FIBER CEMENT" SIDING o/ 1/22 STTR=TK OR URAL SHEATHHINNGG PLANE o/ 6" STRUCTURAL CONC. SLAB 21.18 NAVP 1v7t— \//\/�, �/-//-///� /////�--///// � // �°• _`��.`. ^r�I ` �iYi T4�-`T+'= t• I ,/�•iII y,•r'�j1 /L\nx /FwPDO�/AL(/ZCAsG RTEEAPXGDRRO PO AAOTFIN ET E /W 3 E BD RAD E AM/ CAST PILM GS //I`RUCTURAL) SWEETS ADDITIONAL INFORM AION EXTERIOR WA 4I AT MAIN MOUSE CANTILEVERED FLOORS.? SCALE: 1/2" IN 1'-0" (TYP.) EXT. FINISH STRUCTURAL SHEATHING ENGR. WOOD CLG./FLOOR SYSTEM. ° MIN. OVRLAP OFVAPOR EPOR GYP. BD. CLG. BARRIER <d (TYP.) EXT. FINISH 2x BEARING PLATE W/ ANCHOR BOLTS MASONARY WALL GYP. BOARD FLA5HING TRAN51TION FROM MA60NIRY WALL TO %5TUD FRAME WALL SGALE: N.T.S. cnty 12 2.5 5/8" GYP. BD. ON CLG'S (TYP) 2x8 P.T. TOP PLATE I I/2" x 111 H TRIM BD, o/ IN x 11 I/4" HARDIE TRIM BD. 3/4" x 3 1/2" HARDIE TRIM BD. CEIL TRIM OF BALCONY LT4GFNISP BOLT PER ENG. i 'r C\2 U C) 5/8" GYP. BD. ON CLG'S I.CF. LINTEL PER ENG. r P.T. 2x8 PLATE i w i• °I. I L (BMT AS REQUIRED) , "r I W �x e I.CF. LINTEL PER 1. (BOLT AS REQUIRED) '1111_ 1'-4" FLOOR SYSTEM i. OPEN WEBBED FLOOR TRUSSES Q (PER MANUFACTURER'S SP'EC'S) .I I. • I UNDER 3/4" T<J PLYWOOD �J SUBFLOOR (GLUED AND SCREWED) ar > 71 •I: r: r .I • r< :i. < I� Lo STUCCO VENEER OVER . r } I' co PAPER BACKED METAL LATHE N � O °: I^ a'-1 o/ TYVEK OR EQUAL DRAINAGE PLANE 2x10 �r I ° F i. STUCCO JOINTS PER PORTLAND •L� ;r. O Lo CEMENT ASSOCIATION I• .1 RECOMMENDATIONS r. q 11" INSULATED CONCRETE ,a 1. FORM WALL HORIZONTAL / VERTICAL TIES AND y ' LINTEL DESIGN TO MEET MIN. DESIGN I/2" GYP. BD. ON WALLS (TYP) 1'-4" FLOOR SYSTEM } CRITERIA PER FSC, CHAPTER 6, 8611 71,11 (SEE STRUCTURAL SHEETS) 6" STRUCTURAL CONC. SLAB 21.18 NAVP 1v7t— \//\/�, �/-//-///� /////�--///// � // �°• _`��.`. ^r�I ` �iYi T4�-`T+'= t• I ,/�•iII y,•r'�j1 /L\nx /FwPDO�/AL(/ZCAsG RTEEAPXGDRRO PO AAOTFIN ET E /W 3 E BD RAD E AM/ CAST PILM GS //I`RUCTURAL) SWEETS ADDITIONAL INFORM AION EXTERIOR WA 4I AT MAIN MOUSE CANTILEVERED FLOORS.? SCALE: 1/2" IN 1'-0" (TYP.) EXT. FINISH STRUCTURAL SHEATHING ENGR. WOOD CLG./FLOOR SYSTEM. ° MIN. OVRLAP OFVAPOR EPOR GYP. BD. CLG. BARRIER <d (TYP.) EXT. FINISH 2x BEARING PLATE W/ ANCHOR BOLTS MASONARY WALL GYP. BOARD FLA5HING TRAN51TION FROM MA60NIRY WALL TO %5TUD FRAME WALL SGALE: N.T.S. cnty 12 2.5 5/8" GYP. BD. ON CLG'S (TYP) 2x8 P.T. TOP PLATE I• 4 r BOLT PER ENG. i 'r C\2 U C) H I.CF. LINTEL PER ENG. r i• e ai .I I. I w i• °I. I L 1/2" GYP. BD. ON WALLS (TYP)----,,r , "r I W �x e P.T. (2) 2x10 LEDGER BD. 1. (BOLT AS REQUIRED) '1111_ 1'-4" FLOOR SYSTEM F OPEN WEBBED FLOOR TRUSSES Q (PER MANUFACTURER'S SP'EC'S) Q 1-- ^ 1 UNDER 3/4" T<J PLYWOOD �J SUBFLOOR (GLUED AND SCREWED) °I > 71 W .I • r< :i. < I� Lo 5/8" GYP. BD. ON CLG'S . r } co JOIST / TRUSS HANGERS N � O I.CF. LINTEL PER ENG a'-1 2x10 �r � ° F i. •L� O Lo W I• 1/2" G',10. !3D. ON WALLS (TYP) r. q ,a 1. P.T. (2) LEDGER BD. ' (BOLT AS REQUIRED) IL L. 1'-4" FLOOR SYSTEM } OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPEC'S) UNDER 3/4" T!J PLYWOOD I SUBFLOOR (GLUED AND SCREWED) 7 1 I. _I ,I 5/8" GYP. BD. ON CLG'S I a I_. JOIST / Ti�l1$$ HANGERS f I.CF. LINTEL PER ENG. r . I °r .r •I; I. 'i i I i } 1/2" GYP. BD. ON WALLS (TYP)— ri • I. 1'I °. I'f. 6" STRUCTURAL GONG, SLAB J I, 21.18 NAVP —7--77:. ROOF TTRRUSSESS WOOD FOAM INSULATIOONN Y (NO VENTILATION REQUIRED) STAND ING SEAM METAL ROOF o/ 1xOFIE�SC op0ROOFLTT ON 5/(MAX)X MYWOOD SHEATHING ww/ PLYCLIP'S TRAM M AL BETARING PONT SIZE < TYPE BY ENGR 21-011 i�YIEW COh1MENTS 3/18/16 O.H. �• 169691-0000 ITEM •5 ALUMINUM SAVE DRIP o/ Ix2 P.T. NAILER EXPOSED RAFTER TAIL 2x6 (SCAB ONTO TRUSS) BEAD BOARD-OR- T1G FINISH 1 1/4" WD. FRIEZE o/ 1 1/4" WD. FRIEZE w/ MOLDING I'NSULATE WALL D CONCRETE FOIRI NICHIHA "NICHISHAKE-FIBER CEMENT" SIDING o/ 11/2"A 1/2" FURRING • 16" O.C. o/ TYVEK OR EQUAL DRAINAGE PLANE NOTE: TSRTSDDOGHTRIM REZELm5ctuwS, ETC. AFLED OVER BLOCKING) 11/2" x 1 1/2" P.T. TRIM BD. o/ I" x 11 1/4" HARDIE TRIM BD. NICHIWA "NICHISHAKE-FIBER CEMENT" SIDING o/ 11/2"A 1/2" FURRING • 16" O.C. o/ TYVEK OR EQUAL DRAINAGE PLANE NOTE: ALL WINDOW AND DOOR TRIM SLINFTG.OBMALTEDOVER BOKIN ) 1 1/2" x 1 1/2" P.T. TRIM BD. o/ IN x 11 1/4" HARDIE TRIM BD. o/ BLOCKING 11" INSULATED CONCRETE FORM WALL HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN. DESIGN CRITERIA PER FSC, CHAPTER 6, 8611 (SEE STRUCTURAL SHEETS) STUCCO VENEER OVER PAPER BACKED METAL LATHE o/ TYVEK OR EQUAL DRAINAGE PLANE STUCCO JOINTS PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS I DAMP-PROAOTFED w/ LATEX PAINT BEAM T PILINGS :TURAL) SHEETS %L INFORMATION MAINHOUSE SCALE: 1/2" IN 1'-0" 8302.11 FIREBLOCKING. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FOM" I AN AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN THE TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. 1, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: U. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3046 MM). 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.1. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.1S. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 8302.12 DRAFT -STOPPING. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 m2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. INTERIOR LIVING AND ATTIC STORAGE SPACES REQUIRE A THERMAL BARRIER OVER ALL FOAM PLASTIC MATERIALS, INCLUDING SPRAY FOAM, I.G.F., AND SIPS PANELS. GEILIN&5 ARE TYPICALLY CONSTRUCTED WITH GYPSUM WALLBOARD AND QUALIFY AS A THERMAL BARRIER FOR THE SPRAY FOAM INSULATION TO BE USED. SPECIALTY CEILINGS SUCH AS COFFERED, BEAMED, AND DOME GEILIN68, MUST HAVE AN APPROVED THERMAL BARRIER BETWEEN THAT SPRAY FOAM AND THE INTERIOR OF THE BUILDING. NOTE: 1 ENGINEERS STRUCTURAL CRITERIA MAY OVERRIDE SHOWN DETAILS. FOR STRUCTURAL AND STRAPPING INFORMATION, REFER TO ENGINEERING SHEETS. ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6215-33.001 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION ro, ANSI/ASCE 1-10 "MININMUM 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 INGORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH SECTION ro OF THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. ♦♦LU z V♦ — I— Z U r� Opo _ H N Z N V 0 w �= U W I.L00LL F- o U (n W 0 Z m 6� V v L O Inco z C1 O O C\2 U C) H co cd cd w p-1 Q) W �x z x o '1111_ a 717171 Q El Q 1-- ^ 1 L1 --t �J I—I > 71 W 71 E 71 < I� Lo C\2 co co N � O Q � O (� O Lo W cd v L Q Q Lu Lu M >1R_ Ln '1111_ 1-L■ Q \-! Q 1-- ^ 1 L1 --t : > < O < -OL Q � DRAWN BY: KBG/BV CHECKED BY: DATE: 10/24/17 ,AS NOTED JOB NUMBER. >j883 REVISED: VP4S NO: AI2 � IS ROOF TRUSSES WOOD FFAM-CELL INSULATIOONY N (NO VENTILATION REQW} PLAN REVIEW COMMEN75 3/18/16 REQ 169691-0000 ITEM 5 2 I - Oil RAKE OVERHANG --1a0 i GUEST WING -kA BEAM PER ENG. 1'-4" FLOOR SYSTEM OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPECS) MEMBRANE FLA&4Wj UNDER "LE SUU8FLOOR (GLUED AND SCREWED) / R-38 BATT INSULATION - 5/8" TYPE "X" GYP. BD. ON CLG'S I.CP. LINTEL PER ENG. - 1/2" GYP. BD. ON WALLS GARAGE. SCALE: 1/2" • 1'-0" h NICHIHA "NIC:HISHAKE-FIBER CEMENT" SIDING o/ 1 1/2"A" FURRING a 16" O.C. o/ TYVEK OR EQUAL DRAINAGE PLANE o/ 2x6 FRAME (FRONT FACE OF BATH) 3/4" x 5 1/2" IPE DECKING o/ WEATHER TREATED 1 1/2" WHALLERS o/ WATER PROOFING MEMBRANE o/ 3/4" EXTERIOR GRADE PLYWOOD of 2x12 FLR SYS. (TAPER TO EXT-) 3 1/1" x 3 1/2" P08T8 36"H. WD, RAILING INTERMEDIATE RAILS SHALL NOT ALLOW PASSAGE OF A 4" (102 mm) OR MORE DIAM. SPHERE (TYP-) 3/4' IPE o/ [31/4'x 2 V4' x 3/4' PT. BD. o/ EX1ErDED W{4LLER (FOR 01ATER ESCAF£) o/ PEAL 4 STICK EFDM TAPE o/ 1114TERFROOFMCs MEMBRANEI" x 11 1/4" HARDIE TRIM BD. 31/2" HARDIE TRIM BD. TRIM OF BALCONY FINISH =161WN-0000 3/18/16 (SMALL) 8 VENEER OVER R BACKED METAL LATHE o/ TYVEK OR EQUAL DRAINAGE PLANE STUCCO JOINTS PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS 11" INSULATED CONCRETE FORM WALL HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN_ DESIGN CRITERIA PER FSC, CHAPTER b, 8611 (SEE STRUCTURAL SHEETS) 3/4" RECESS (EXTEND PAST JAMS 4" EACH SIDE AND 4" BACK FROM OFNG) INTER -LOCKING PAVER SYSTEM SAND -FILLED JOINTS 1" - IV2" CONCRETE SAND TO MEET ASTM C33 FIN. GRADE ZAL)SHEETS INFO1 MATION 1STIC, INORGANIC, ISITY OF AT LEAST ENSITY (ASTM D 1531) OR 40. iz �4 cry'9 v� : ROOOF TRUSSES WOOD R OPEN-CELL SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) PPL pSSTTTANDING �LSEAM METAL ROOF o/ �'30'xROOF IFE �ET ONl5/8 COX ) oYWOOD SHEATHING w/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARNG PONT SIZE 4 TYPE BY ENGR SEE ROOF PLAN AND ELEVATIONS FOR LOCATIONS OF REDUCED OVERHANG PLAN REVIEW COMMENT5 3/18/16 AS NOTED RE0169631-0000 ITEM 5 ALUMINUM EAVE DRIP o/ 1x2 P.T. NAILER Yin J � -- ----- Lu ILD BOLT PER STANDING SEAM METAL ROOF o/ II IjCr-. LINTEL PER ppTT1x4 NAILERS 12" O.G. (MAX) o/ V 0 �- ---- i ►30 ROOF FELT 5/8" COX PLYWOOP Ohl d to a SHE w/ PLYCLIPS I GUEST WING $Otl O :...::...... =)l METAL STRAPPING * EA .:. :.... ------ -- - I � 5EARPONT 1 TRUSS TYPE 1B ENGR. SIZE 4 BY a P.T.- _. to Jl I (BOLTAS - ... - :. Cp j YOY-O torp. BRACKETS ALUMINUM EAVE DRIP o/ Ix2 P.T. NAILER ab �tl 0 FLOORSYSTEM T/S" GYP. W. ON CLG'S (TVP) 000 OOR OPEN LUEEMED FLTRUSSES g EXPOSED RAFTER TAIL (2) 2x6 NO2 S.Y.P. �A� ` 1 1/4" WD. FRIEZE UNDER PLYWOOD 2xb (SCAB ONTO TRUSS) TOP PLATES SUI5FLOOR (GLUED AND SCREWED w/ MOLDING 8 BEAD BOARD -OR- R-19 INSULATION ca fif0 —T#G FINISH T4G FINISH 1R" GYP. BD. ON WALLS ITYP) • `2 nN� Co w 1 1/4" LLD. FRIEZE o/ 1 1/4 WD. FRIEZE �j- BATT INSULATIONJ O O w/ MOLDING 2xb STUDS 0 Ib" O.G. ON e" WD. OR FYPON AD SMOOTH SIDING (BTM. OF BEAM) FLASHING PER WV O pa FMA AAMA 100-01 O ILD cd uIC:HIHA 'TIICHISH -FIBER CEMENT" SIDING o/ TYVEK OR EQl1AL NAGE PLANE o/2x6 --1a0 i GUEST WING -kA BEAM PER ENG. 1'-4" FLOOR SYSTEM OPEN WEBBED FLOOR TRUSSES (PER MANUFACTURER'S SPECS) MEMBRANE FLA&4Wj UNDER "LE SUU8FLOOR (GLUED AND SCREWED) / R-38 BATT INSULATION - 5/8" TYPE "X" GYP. BD. ON CLG'S I.CP. LINTEL PER ENG. - 1/2" GYP. BD. ON WALLS GARAGE. SCALE: 1/2" • 1'-0" h NICHIHA "NIC:HISHAKE-FIBER CEMENT" SIDING o/ 1 1/2"A" FURRING a 16" O.C. o/ TYVEK OR EQUAL DRAINAGE PLANE o/ 2x6 FRAME (FRONT FACE OF BATH) 3/4" x 5 1/2" IPE DECKING o/ WEATHER TREATED 1 1/2" WHALLERS o/ WATER PROOFING MEMBRANE o/ 3/4" EXTERIOR GRADE PLYWOOD of 2x12 FLR SYS. (TAPER TO EXT-) 3 1/1" x 3 1/2" P08T8 36"H. WD, RAILING INTERMEDIATE RAILS SHALL NOT ALLOW PASSAGE OF A 4" (102 mm) OR MORE DIAM. SPHERE (TYP-) 3/4' IPE o/ [31/4'x 2 V4' x 3/4' PT. BD. o/ EX1ErDED W{4LLER (FOR 01ATER ESCAF£) o/ PEAL 4 STICK EFDM TAPE o/ 1114TERFROOFMCs MEMBRANEI" x 11 1/4" HARDIE TRIM BD. 31/2" HARDIE TRIM BD. TRIM OF BALCONY FINISH =161WN-0000 3/18/16 (SMALL) 8 VENEER OVER R BACKED METAL LATHE o/ TYVEK OR EQUAL DRAINAGE PLANE STUCCO JOINTS PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS 11" INSULATED CONCRETE FORM WALL HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN_ DESIGN CRITERIA PER FSC, CHAPTER b, 8611 (SEE STRUCTURAL SHEETS) 3/4" RECESS (EXTEND PAST JAMS 4" EACH SIDE AND 4" BACK FROM OFNG) INTER -LOCKING PAVER SYSTEM SAND -FILLED JOINTS 1" - IV2" CONCRETE SAND TO MEET ASTM C33 FIN. GRADE ZAL)SHEETS INFO1 MATION 1STIC, INORGANIC, ISITY OF AT LEAST ENSITY (ASTM D 1531) OR 40. iz �4 cry'9 v� : ROOOF TRUSSES WOOD R OPEN-CELL SPRAY FOAM INSULATION (NO VENTILATION REQUIRED) PPL pSSTTTANDING �LSEAM METAL ROOF o/ �'30'xROOF IFE �ET ONl5/8 COX ) oYWOOD SHEATHING w/ PLYCLIPS METAL STRAPPING • EA. TRUSS BEARNG PONT SIZE 4 TYPE BY ENGR SEE ROOF PLAN AND ELEVATIONS FOR LOCATIONS OF REDUCED OVERHANG PLAN REVIEW COMMENT5 3/18/16 AS NOTED RE0169631-0000 ITEM 5 ALUMINUM EAVE DRIP o/ 1x2 P.T. NAILER BEAD BOARD -OR- T4G FINISH 1 1/4" WD. FRIEZE o/ 1 1/4" WD. FRIEZE w/ MOLDING NICHIHA "NIC:HISHAKE-FIBER �— CEMENT" SIDING o/ 11/2"A 1R" FURRING • Ib" O.G. o/ TYVEK OR EQUAL DRAINAGE PLANE NOTE: BRACKETS FRIEZE, F X&FSS, ETC. TO BE INSIYALLED OVER BLOCKING) 11/2" x 1 1/2" P.T. TRIM BD. o/ I" x 11 1/4" HARDIE TRIM BD. o/ BLOCKING STUCCO VENEER OVER PAPER BACKED METAL LATHE o/ TYVEK OR EQUAL DRAINAGE PLANE STUCCO JOINTS PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS 11" INSULATED CONCRETE FORM WALL HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN. DESIGN CRITERIA PER FSC, CHAPTER b, Roll (SEE STRUCTURAL SHEETS) r____—PARGE COAT w/ LATEX PAINDAMP-PROOFED GARAGE / GUEST WING SCALE: 1/2" " I'-0" BEAM T PILINGS :TUBAL) SHEETS NL INFORMATION F_ Wz (n O N ZU1-- C) 2N Z N VOw = U W woo LL (n O W Z� Oc/) U Yin J j I S P.T. TOP - Lu ILD BOLT PER :. II IjCr-. LINTEL PER o V 0 CEO bA$ o d to a o� I GUEST WING $Otl O =)l d �aau o 00 b 000 a 9 b°�4 a P.T.- _. to Jl I (BOLTAS - ... - :. Cp j YOY-O torp. h4 i.� ab �tl 0 FLOORSYSTEM Q 00 A ygot 000 OOR OPEN LUEEMED FLTRUSSES g ago Lu �A� ` RL UNDER PLYWOOD W SUI5FLOOR (GLUED AND SCREWED 8 {� ca fif0 LO • `2 nN� Co w t 1 �j- BATT INSULATIONJ O O ON TRUSSJOIST / - I.C.F. LINTEL PER ENG. WV O pa O ILD cd GARAGE M STRUCTURAL • _ SLOPE• • . _ �. BEAD BOARD -OR- T4G FINISH 1 1/4" WD. FRIEZE o/ 1 1/4" WD. FRIEZE w/ MOLDING NICHIHA "NIC:HISHAKE-FIBER �— CEMENT" SIDING o/ 11/2"A 1R" FURRING • Ib" O.G. o/ TYVEK OR EQUAL DRAINAGE PLANE NOTE: BRACKETS FRIEZE, F X&FSS, ETC. TO BE INSIYALLED OVER BLOCKING) 11/2" x 1 1/2" P.T. TRIM BD. o/ I" x 11 1/4" HARDIE TRIM BD. o/ BLOCKING STUCCO VENEER OVER PAPER BACKED METAL LATHE o/ TYVEK OR EQUAL DRAINAGE PLANE STUCCO JOINTS PER PORTLAND CEMENT ASSOCIATION RECOMMENDATIONS 11" INSULATED CONCRETE FORM WALL HORIZONTAL / VERTICAL TIES AND LINTEL DESIGN TO MEET MIN. DESIGN CRITERIA PER FSC, CHAPTER b, Roll (SEE STRUCTURAL SHEETS) r____—PARGE COAT w/ LATEX PAINDAMP-PROOFED GARAGE / GUEST WING SCALE: 1/2" " I'-0" BEAM T PILINGS :TUBAL) SHEETS NL INFORMATION F_ Wz (n O N ZU1-- C) 2N Z N VOw = U W woo LL (n O W Z� Oc/) U DAN BY° KBO/BY GHEGKED BY: VA M: 10/24/11 SCS: A5 NOTED 11015 NUMBER: X883 REVISED: DWS NO: 1,413OP O � Lu ILD :. Vd O O qq o V 0 CEO bA$ o d to a o� AO 9 . Ci 2 l Q q $Otl O =)l d E -I C~ °a z �o o 00 b 000 a 9 b°�4 a �o°o to Jl I 0 0 0 :. Cp j YOY-O torp. h4 i.� ab �tl 0 q p' O Q 00 A ygot 000 y g ago Lu �A� ` RL 0.00 W Eo go 8 {� ca fif0 DAN BY° KBO/BY GHEGKED BY: VA M: 10/24/11 SCS: A5 NOTED 11015 NUMBER: X883 REVISED: DWS NO: 1,413OP O � Lu ILD C, Vd O O C\2 U U H V CO cd J Lu =)l JLLI =5 x� o z71 : Lu to a � IN M OL 77, `J F ---I Lu V 1 W 8 {� LL, LO • `2 nN� Co w t 1 Lu O O 1-4 T-4 U I --I s --I Cts O pa O ILD cd DAN BY° KBO/BY GHEGKED BY: VA M: 10/24/11 SCS: A5 NOTED 11015 NUMBER: X883 REVISED: DWS NO: 1,413OP Lu C, V � J Lu =)l JLLI =5 : Lu to IN M OL Lu {� LL, t 1 Lu O Z DAN BY° KBO/BY GHEGKED BY: VA M: 10/24/11 SCS: A5 NOTED 11015 NUMBER: X883 REVISED: DWS NO: 1,413OP SEE WIND50REEN — ELEV PER SPEC. 0 CIA METAL SPARK 0 ARRESTOR cn 10 -0EXTERIOR FIN15H Z PER SPEC. CRICKET AS REOV CHIMNEY FLUE 2x4 #2 5PF-- CHIMNEY5 SHALL EXTEND AT LEAST TWO FEET 3 PLY CORNERS HIGHER THAN ANY PORTION OF A BUILDING 8 WITHIN 10 FEET, BUT SHALL NOT BE LE55 THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 5x5 FLASHING UNDER HOUSE WRAP (WRB) — OH I MNE1' FRAM I NO $ FLASH I NO TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 6.1. "Z" BAR FLASHING INSTALLED PRIOR TO # UNDER PAPER BACK METAL LATH CONT. PT Ix4 METAL FLA5HIN6 INSTALLED ON TOP OF FELT ■ PRIOR TO ROOFING METAL ROOF ROOF TO W (ROOF SLOPE MEETS WALL) SCALE: 3" = I'-0" FLA6HING 2x6 #2 SPF (2) #95x1 50REW5 EACH SIDE Or - EACH CORNER (16 TOTAL) 2x4 2x4 #2 5PF 3 PLY CORNERS 4 16,10.0. / \ 2x4 #2 5PF / VALLEY FLASHING 5x5 FLASHING UNDER HOUSE WRAP (WRB) M5TA15 w/14 IOd. NAILS ® EACH CORNER TO BLOCKING (:2):2x 5YP BLOCKING W/4 13"x13" NAILS EACH END METAL ROOF METAL V, FLASHING ICE 4 WATER SHIELD STRIP FLASHING VALLEY FLA5HIN SCALEF: 3" TYPICAL EXTERIOR FINISH O � j WEATHER RE515TANT BARRIER PERIMETER FLA5HIN6: OVERLAPS THE 5x5 FLASHING O U U H 8 BUILDING LATH ELEV ir OUT AND FOLD 5x5 FLASHING ■ TO FORM KICK -OUT AS TO SHED WATER AWAY FROM HOUSE MATERIAL AND APPLICATION METHODS FOR FABRICATION, ■ ♦ I ♦ • FLA5HIN6 NAILED SEE ♦ WRB ♦ ELEV PRIOR TO FELT d ROOF I N& ROOF TO WALL FL;45HING, (ROOF SLOPE PARALLEL TO WALL) SCALE: 3" = 1'-0" �� MTL. ROOFING • PER SPEC. �� 5x5 FLASHING >. HOT. PER SPEC. I TO SHEDOUT WATER U� AVOID WATER=LOW AT THE METAL TRANSITION. RAKE I METAL DRIP EDGE FLASHINGS ARE PERIMETER FLASHINGS AT THE SLOPING EDGE , FA501 A "' OF THE METAL ROOF SYSTEM ASSEMBLY, USUALLY TERMINATED 1'-4" L I I WITH A DRIP EDGE OR GRAVEL STOP FLASHING. RAKE 12" II EXTERIOR FINISH PER PLAN I I FLASHINGS SHALL BE FABRICATED FROM MATERIALS SIZED II i � GABLE END TRUSS I FA5G I A II I I 1'-411 0ABLE HIP RETURN FLA5H I NO SCALE: NT5 HOLD BACK FA501A SEE WIND50REEN — ELEV PER SPEC. 0 CIA METAL SPARK 0 ARRESTOR cn 10 -0EXTERIOR FIN15H Z PER SPEC. CRICKET AS REOV CHIMNEY FLUE 2x4 #2 5PF-- CHIMNEY5 SHALL EXTEND AT LEAST TWO FEET 3 PLY CORNERS HIGHER THAN ANY PORTION OF A BUILDING 8 WITHIN 10 FEET, BUT SHALL NOT BE LE55 THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 5x5 FLASHING UNDER HOUSE WRAP (WRB) — OH I MNE1' FRAM I NO $ FLASH I NO TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 6.1. "Z" BAR FLASHING INSTALLED PRIOR TO # UNDER PAPER BACK METAL LATH CONT. PT Ix4 METAL FLA5HIN6 INSTALLED ON TOP OF FELT ■ PRIOR TO ROOFING METAL ROOF ROOF TO W (ROOF SLOPE MEETS WALL) SCALE: 3" = I'-0" FLA6HING 2x6 #2 SPF (2) #95x1 50REW5 EACH SIDE Or - EACH CORNER (16 TOTAL) 2x4 2x4 #2 5PF 3 PLY CORNERS 4 16,10.0. / \ 2x4 #2 5PF / VALLEY FLASHING 5x5 FLASHING UNDER HOUSE WRAP (WRB) M5TA15 w/14 IOd. NAILS ® EACH CORNER TO BLOCKING (:2):2x 5YP BLOCKING W/4 13"x13" NAILS EACH END METAL ROOF METAL V, FLASHING ICE 4 WATER SHIELD STRIP FLASHING VALLEY FLA5HIN SCALEF: 3" TYPICAL EXTERIOR FINISH O � OVER CHANNEL FLA5HIN& OI PERIMETER FLA5HIN6: UNDER BU I LD I N6 PAPER O U U H 8 BUILDING LATH ELEV EXTERIOR WALL SHEATHING CONT. PT Ix4 GUTTER AT THE TRANSITION WITH A SIDE WALL. REFER TO METAL ROOFING MATERIAL AND APPLICATION METHODS FOR FABRICATION, (NRB) WEATHER RESISTANT BARRIER ATTACHMENT, AND SIZING SET FORTH IN RAS 111. z@ �D 8" WIDE CONT. ROLL FLA5HIN6 NAILED TO SIDE OF Ix4 FACE OF ROOF SHEATHING INSTALLED PRIOR TO FELT d ROOF I N& ROOF TO WALL FL;45HING, (ROOF SLOPE PARALLEL TO WALL) SCALE: 3" = 1'-0" 71 Z 71 SEE WIND50REEN — ELEV PER SPEC. 0 CIA METAL SPARK 0 ARRESTOR cn 10 -0EXTERIOR FIN15H Z PER SPEC. CRICKET AS REOV CHIMNEY FLUE 2x4 #2 5PF-- CHIMNEY5 SHALL EXTEND AT LEAST TWO FEET 3 PLY CORNERS HIGHER THAN ANY PORTION OF A BUILDING 8 WITHIN 10 FEET, BUT SHALL NOT BE LE55 THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 5x5 FLASHING UNDER HOUSE WRAP (WRB) — OH I MNE1' FRAM I NO $ FLASH I NO TYPICAL EXTERIOR FINISH FACE OF 5HEATHIN6 6.1. "Z" BAR FLASHING INSTALLED PRIOR TO # UNDER PAPER BACK METAL LATH CONT. PT Ix4 METAL FLA5HIN6 INSTALLED ON TOP OF FELT ■ PRIOR TO ROOFING METAL ROOF ROOF TO W (ROOF SLOPE MEETS WALL) SCALE: 3" = I'-0" FLA6HING 2x6 #2 SPF (2) #95x1 50REW5 EACH SIDE Or - EACH CORNER (16 TOTAL) 2x4 2x4 #2 5PF 3 PLY CORNERS 4 16,10.0. / \ 2x4 #2 5PF / VALLEY FLASHING 5x5 FLASHING UNDER HOUSE WRAP (WRB) M5TA15 w/14 IOd. NAILS ® EACH CORNER TO BLOCKING (:2):2x 5YP BLOCKING W/4 13"x13" NAILS EACH END METAL ROOF METAL V, FLASHING ICE 4 WATER SHIELD STRIP FLASHING VALLEY FLA5HIN SCALEF: 3" METAL ROOD I NC FLASHINO ADDITIONAL N07E5: 1) THESE PLANS ARE DESIGNED TO SE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIONED IN ACCORDANCE WITH SECTION (b, ANSI/ASCE 7-10 MININMUM DE51ON 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 DESION LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. � r Oho F N �� Z N V 6 w =U W woou - I— o U �w0 ZD U) OU) V O � OI PERIMETER FLA5HIN6: SEE O U U H EAVES MAY BE TERMINATED WITH A DRIP EDGE FLASHING OR A ELEV EXTERIOR WALL SHEATHING GUTTER AT THE TRANSITION WITH A SIDE WALL. REFER TO KICK -OUT MATERIAL AND APPLICATION METHODS FOR FABRICATION, (NRB) WEATHER RESISTANT BARRIER ATTACHMENT, AND SIZING SET FORTH IN RAS 111. z@ �D 5x5 FLASHING w/ KICK -OUT CLOSURE STRIP, SEALANT OR METAL CAPS TO CREATE A MTL. ROOFIN TT� TO SHED WATER AWAY FROM HOUSE WATERTIGHT CLOSURE. 71 Z 71 PER SPEC. 2 11 OF THE PANEL OR A TRANSITION JOINT SHALL BE FORMED TO U� AVOID WATER=LOW AT THE METAL TRANSITION. RAKE (WRB) OVERLAPS THE 5x5 FLASHING FLASHINGS ARE PERIMETER FLASHINGS AT THE SLOPING EDGE >. HOT. PER SPEC. OF THE METAL ROOF SYSTEM ASSEMBLY, USUALLY TERMINATED L WITH A DRIP EDGE OR GRAVEL STOP FLASHING. RAKE C\2 C\2 ROOF SHEATHING FLASHINGS SHALL BE FABRICATED FROM MATERIALS SIZED 1 I I FA5G I A I I 2O I I I w Z HOLD BACK FA501A VALLEY FLASHINGS SHALL BE FABRICATED FROM MATERIALS O Q) THAT ARE THE SAME OR ARE COMPATIBLE WITH THE ROOF PANEL O LO W AND DRIP EDGE 2" cd FROM FACE OF WALL NON-STRUCTURAL SYSTEMS) OR BY STRUCTURAL MEMBERS RUNNING THE LENGTH OF THE VALLEY (FOR STRUCTURAL METAL DRIP EDGE SYSTEMS). PANELS SHALL BE SECURED AT THE VALLEY BY: OUTSIDE FAGS OF -A HOLD DOWN CLEAT AT THE TRANSITION WITH THE VALLEY: -OR FASTENERS PENETRATING THROUGH THE PANEL TO THE EXTERIOR WALL -------------- O STRUCTURAL MEMBERS OR SHEETING BELOW: -OR OTHER METHOD DEFINED IN THE PRODUCT APPROVAL FOR THE METAL ROOF SYSTEM ASSEMBLY. 1 CLEATED PANELS ARE REQUIRED FOR CONCEALED FASTENER D EXTERIOR FINISH PER PLAN SYSTEMS SUCH AS STANDING SEAM. THE CLEATS SHALL BE SET IN FASCIA N O j HEAD SCREW ON PREFINISHED METALS. ALTERNATIVELY, CLEATS 4 O I MAY BE SOLDERED IN PLACE WHEN USING CORROSION RESISTANT METALS. MECHANICALLY FASTENED PANELS SHALL BE SECURED 211 lL INCH OVER THE VALLEY WHILE MAINTAINING A MINIMUM 6 INCH OUTSIDE FACE OF DRAINAGE CHANNEL. ALL VALLEY FLASHING ENDLAPS SHALL BE Lu A MINIMUM OF 6 INCHES AND SHALL BE MECHANICALLY FASTENED EXTERIOR WALL I AND SEALED. < I O<—OUT FL65H I NCO 3 RIDGE FLASHING: I O I 4O HIP FLA5HINO: I SCALE: NTS RIDGE, HIP, AND HEADWALL FLASHINGS SHALL BE FORMED OF METAL ROOD I NC FLASHINO ADDITIONAL N07E5: 1) THESE PLANS ARE DESIGNED TO SE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIONED IN ACCORDANCE WITH SECTION (b, ANSI/ASCE 7-10 MININMUM DE51ON 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 DESION LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. � r Oho F N �� Z N V 6 w =U W woou - I— o U �w0 ZD U) OU) V O � OI PERIMETER FLA5HIN6: O U U H EAVES MAY BE TERMINATED WITH A DRIP EDGE FLASHING OR A cr) cd � � GUTTER AT THE TRANSITION WITH A SIDE WALL. REFER TO O MATERIAL AND APPLICATION METHODS FOR FABRICATION, ATTACHMENT, AND SIZING SET FORTH IN RAS 111. z@ �D METAL PROFILES SHALL BE CLOSED AT EAVE CONDITIONS WITH CLOSURE STRIP, SEALANT OR METAL CAPS TO CREATE A TT� WATERTIGHT CLOSURE. 71 Z 71 RAKE WALL FLASHINGS SHALL TERMINATE AT THE HIGH POINT OF THE PANEL OR A TRANSITION JOINT SHALL BE FORMED TO U� AVOID WATER=LOW AT THE METAL TRANSITION. RAKE FLASHINGS ARE PERIMETER FLASHINGS AT THE SLOPING EDGE OF THE METAL ROOF SYSTEM ASSEMBLY, USUALLY TERMINATED L WITH A DRIP EDGE OR GRAVEL STOP FLASHING. RAKE C\2 C\2 FLASHINGS SHALL BE FABRICATED FROM MATERIALS SIZED AND ATTACHED IN COMPLIANCE WITH RAS 111. I I 2O VALLEY FLA5HIN6: w Z VALLEY FLASHINGS SHALL BE FABRICATED FROM MATERIALS O Q) THAT ARE THE SAME OR ARE COMPATIBLE WITH THE ROOF PANEL O LO W SYSTEM, ,AND NOT LESS THAN THE GAGE OF THE METAL PANEL. cd VALLEYS MUST BE SUPPORTED BY UNDERLYING DECKING (FOR NON-STRUCTURAL SYSTEMS) OR BY STRUCTURAL MEMBERS RUNNING THE LENGTH OF THE VALLEY (FOR STRUCTURAL SYSTEMS). PANELS SHALL BE SECURED AT THE VALLEY BY: -A HOLD DOWN CLEAT AT THE TRANSITION WITH THE VALLEY: -OR FASTENERS PENETRATING THROUGH THE PANEL TO THE -------------- O STRUCTURAL MEMBERS OR SHEETING BELOW: -OR OTHER METHOD DEFINED IN THE PRODUCT APPROVAL FOR THE METAL ROOF SYSTEM ASSEMBLY. 1 CLEATED PANELS ARE REQUIRED FOR CONCEALED FASTENER SYSTEMS SUCH AS STANDING SEAM. THE CLEATS SHALL BE SET IN A BEAD OF SEALANT AND FASTENED 6 INCH oz. WITH A PAN O j HEAD SCREW ON PREFINISHED METALS. ALTERNATIVELY, CLEATS 4 O I MAY BE SOLDERED IN PLACE WHEN USING CORROSION RESISTANT METALS. MECHANICALLY FASTENED PANELS SHALL BE SECURED AT THE VALLEY TRANSITION. PANELS SHALL LAP A MINIMUM OF 3 INCH OVER THE VALLEY WHILE MAINTAINING A MINIMUM 6 INCH DRAINAGE CHANNEL. ALL VALLEY FLASHING ENDLAPS SHALL BE A MINIMUM OF 6 INCHES AND SHALL BE MECHANICALLY FASTENED I AND SEALED. I I I I 3 RIDGE FLASHING: I O I 4O HIP FLA5HINO: I RIDGE, HIP, AND HEADWALL FLASHINGS SHALL BE FORMED OF METAL IN COMBINATION WITH WOODBLOCKING, METAL OR CLOSURE STRIP MATERIAL AND FASTENING DEVICES. ALL PANELS SHALL BE TURNED UP AT TERMINATIONS TO CR=ATE I I A WATER STOP. IF THE METAL PROFILE 16 TOO RIGID OR THE VERTICAL METAL WILL NOT ALLOW FOR A BEND, THE PANS SHALL BE NOTCHED AND TURNED UP WITH SEALANT APPLIED AT ALL CUTS AND OPENINGS. ALL END PANELS SHALL BE CLOSED WITH A METAL ROOF PAN CLOSURE STRIP OR A CLOSURE STRIP BONDED INTO PLACE. END AND RIDGE CLOSURES SHALL BE DESIGNED TO RESIST WATER BLOW I I Oj I I BACK AS WELL AS VERMIN AND INSECT ENTRY. I I I I OCRICKETS AND SADDLES FLA5HIN6: A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN (30) O INCHES (762 mm) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. THE RIDGE AND VALLEY FLASHING OF CRICKETS OR 5ADDLE5 SHALL BE THE SAME AS THE RIDGE AND VALLEY FLASHING ON THE MAIN ROOF. EXCEPTION: UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH SECTION R306b AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS SHALL BE PERIMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. OBASE AND COUNTERFLASHINC: RAKE WALL FLASHINGS ARE BASE FLASHINGS WHERE A METAL ROOF SYSTEM ASSEMBLY ABUTS A VERTICAL WALL AT A SLOPE CONDITION. THE FLASHING SHALL PROVIDE A WATERPROOFING BRIDGE BETWEEN THE METAL ROOF SYSTEM ASSEMBLY AN THE VERTICAL WALL. OI PERIMETER EAVE FLASHING I PERIMETER RAKE FLASHING N.T.5. O N.T.S. 6 BASE RAKE WALL FLASHINGS O N.T.S. ROOF w/ fGEYED FLASH I NO DETAILS SCALFA0 o METAL ROOD I NC FLASHINO ADDITIONAL N07E5: 1) THESE PLANS ARE DESIGNED TO SE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORGE RESISTING SYSTEMS ARE DESIONED IN ACCORDANCE WITH SECTION (b, ANSI/ASCE 7-10 MININMUM DE51ON 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 DESION LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. � r Oho F N �� Z N V 6 w =U W woou - I— o U �w0 ZD U) OU) V OFFICE C), L V :Z p O 1L L c�Z =1 LLI to 3: oO ILI1!n< LU > < p . r<w x 11L Lu o :jr z < DRAwN BY: KBO/BV CHECKED BY: DATE` 10/24/11 SCS: AS NOTED JOB NUMBER: �✓SS3� REVISED: DW6 NO: A140F O � O O U U H cr) cd � � O z@ �D O 0 TT� 71 Z 71 U� nnW H L C\2 C\2 y 0 � O w Z O Q) O LO W cd OFFICE C), L V :Z p O 1L L c�Z =1 LLI to 3: oO ILI1!n< LU > < p . r<w x 11L Lu o :jr z < DRAwN BY: KBO/BV CHECKED BY: DATE` 10/24/11 SCS: AS NOTED JOB NUMBER: �✓SS3� REVISED: DW6 NO: A140F 3.8 FLA5HING. APPROVED CORROSION -RESISTANT FLA5HING SHALL R70 BE APPLIED I Gent y raise the bottom tape, the to edge of the flap created in the WRB and temporarily p p 5HIN6LE-FA5HION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR corners and center to the exterior face of the NRB above (see Figure 5). This is done In PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. order to allow for Inst Ilatlon of the window and head flashing later. SELF -ADHERED MEMBRANES USED AS FLA5HIN6 SHALL COMPLY WITH ^AMA "ill. THE FLASHING 7.2.5 Inspect and cle �1�821N6 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 2 FLA iINS CORROSION-RE515TANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING -OR_ I.G.F. WRB NRB LOCATIONS: 2X F9 T II. TAPE I.C.F.-OR I. EXTERIOR WINDOW AND DOOR OPENINGS. FLA5HIN& AT EXTERIOR WINDOW AND DOOR 7,2.6 After cleaning the, WRB OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE FIGURE 6 EXTERIOR diameter bead of sealant WATER-RE515TIVE BARRIER FOR 5U55EOUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW sealed per the NR5 manufacturer's instructions before the installation starts. Refer to A5TM G 755' AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OF MORE OF THE both amts (see Figure, 8). I sealant in line with an re- unshed any flange. of 2X F9 FOLLOWING OR OTHER APPROVED METHODS: holes or slots in the mounting Connect that bead sealant across any on the 1.1 THE FENESTRATION MANUFACTURER'S WRITTEN FLASHING INSTRUCTIONS. '1.1.3 The installer shall verify that the rough opening is plumb, level, square and true. The N@mOWOPN6. DOOROPN6. 1.2 THE FLASHING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. o5B Installer shall notify the contractor to remedy any discrepancies per this standard practice. 1.3 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, OR FMA/WDMA 250. EXTERIOR FIGURE 1.4 IN ACCORDANCE WITH THE FLASHING METHOD OR A RE615TERED DESIGN PROFESSIONAL. W 5EALW SEAL r 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MA50NRY CONSTRUCTION WITH FRAME OF necessary. "' STUCCO WALLS, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2X F91 2K 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPI NG5 AND SILLS. osa C\2 C\2 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. FIGURE 5 EXTERIOR S ATTACH TO A ALL OR FLOOR ASSEMBLY 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRW the followingsteps: c OF WOOD -FRAME CONSTRUCTION. 1.2.3 Applying a 5111 P n Flashing 6. AT WALL AND ROOF INTERSECTIONS. USWAIK110M / 7. AT BUILT-IN GUTTER5. 1.2.3.1 There are a variety of sill pan systems available. (Reference A5TM E 2112 guidelines for O LO � the latest information) The pan shall direct water to the exterior of to the membrane drainage BACK VIM OF DOOR plane for subsequent c rainage to the exterior of the building. :ring ALL WINDOW AND DOOR FLASHING SHALL COMPLY WITH FMA AMMA 711, 100, 200, AND 250. 7,2.3.2 When self -o& flashing Is used as a sill pan, cut to a length equal to the rough opening width plus at lo ast 150 mm (6 In) up the jamb, to form an end dam (see Figure 6). EXCERPT OF FMA HAMA 100-07 6.0 PRE WINDOW INSTALLATION PROCEDURES 6.1 Pre -installation requirements performed by others, per the manufactures Instructions. 6.1.1 Rough Openings 6.1.1.1 The builder/contractor shall construct the rough openings In accordance with the window manufacturer's size and tolerance requirements. 6.1.1.2 The rough opening shall be plumb, level, square and true within 6 mm (1/4 in) prior to the Installation of the window. Manufacturer's instructions may supersede these tolerance ranges. 6.1.2 Water -Resistive Barriers (NRB) This standard practice recommends that the NRB be installed prior to the window installation. The installation method described in this standard practice Is based on this sequence. 6.1.2.1 The application of the NR5 Involves covering the vertical surfaces of the wall, lapped, fastened, taped and sealed per the NRB manufacturer's instructions. Theself-adhering flashing sill pan system shall cover the sill to at least the depth of the window, plus 50 mm (2 In) onto the face of the WRB drainage plane (see Figure 7). 6.1.2.2 Penetrations through the ARB for the installation of windows shall be made in accordance with the NRB manufacturer's recommendations or this standard practice. 6.1.2.3 The NRB shall be applied in water shedding fashion, starting at the base of the wall and working towards the top. The WR5 shall be applied to the face of the building framing or sheathing. 6.2 TWO LAYER WRB SYSTEMS 6.2.1 A two layer NRB or building paper (5P) system may be required in accordance with state and local codes. The window shall be flashed/integrated with the WRB and into the wall per the NRS manufacturer's Instruction. 6.2.2 After the Installation of the second layer of NRB, the cladding shall be applied with a weep screed Installed at the bottom of the first floor and at the bottom of any floor above or over a concrete masonry unit (CMU). 7.0 WINDOW INSTALLATION PROCEDURES WRB �- -OR- I -rigid 5111 pan system Is used, follow manufacturer's instructions for O O TAM I.G.F. Installation details and WIHXH OPN6. HN XIN OPN& "1.1.1 In the event that the NRB is Installed after the window Installation, refer to ASTM E 2112 7.2.5 Inspect and cle �1�821N6 rn) 2 FLA iINS ops or misaligned welding at the corner joinery. If corner seals are -OR_ I.G.F. 2X 19 missing In whole or pa 2X F9 I.GF FIGURE 7 EXTERIOR 7,2.6 After cleaning the, WRB 71 71 FIGURE 6 EXTERIOR 7.0 WINDOW INSTALLATION PROCEDURES Fold Figure NRB i 1-x_7 i I I I QI I 1 � I 1 I I I I WINDOW 0PNO. BEYOND a EXTERIOR the bottom and side flaps over and behind the interior side of the framing (see 2). Attach the NR5 Into position on the Inside of the rough opening, and trim any excess as required. 7.2.2 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance equal to the roll width of the flashing to be 000lled, and make a mark (see Flaure 3). NRB -0R- WRB -m- 1.0.F. RAW LOP. U FILM TO BE UF® N6�O BE WINDOW OR 6. DOOR OPNS. 2x 19 2x 19 OW NRB OSB NRB FIGURE 3 EXTERIOR At a 450 angle, carefully cut the the NRB on a diagonal (see Figure 4). Repeat tl the opposite corner. N� -oR- MARK GIr WRs AT 45° WINDOW oPM6. 2x F16URE 4 EXTERIOR 5o on FIGURE 8 As an option, the seal nt shall be permitted to be applied to the wall surface, as opposed to the back of the mount t g flange, In line, or Inboard of any pre -punched holes or slots. '1.2."1 Apply a disconti nous bead of sealant on the interior surface of the mounting flange at the sill. The bead of seal nt shall have a minimum of two 50 mm (2 In) voids near the ends (see Figure 9), allowing any Ilquld water that has entered the window opening to a>dt easily. NRB SEALANT WNDOW FKOWN6 FL*r,E / BBC VIEW OF WINDOW 2 2 SEALANT FIGURE 9 Install shims In such a manner that they are not permitted to Interfere with the application of the 1.2.10.5 Gut a place of head flashing that is the width of the rough opening, plus two, times the air seal, which will be applied on the Interior side in the steps that follow. roll width of the flashing, plus 50 mm (2 in). NOTE 2: Either self-adhesive flashing (see Section 7.2.9) or mechanically attached flashing (see 7.2.10.6 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant along the mounting Section 1.2.10) shall be permitted to be used for jamb and head flashing, per the following flange at the head. Apply an additional 9 mm (3/8 in) nominal diameter bead of sealant steps. horizontal] 216 mm (8 1/2 in above the rough opening (inline with the tip of the jamb flashing). Apply mechanically attached flashing to head over sealants and secure with mechanical 1.2.9 Jamb and Head Flashing Installation Using Self Adhering Flashing fasteners (see Figure 19). '1.2.9.1 Apply flashing over the mounting flange of the window at both jambs. The self adhering flashing shall be a minimum of 100 mm (4 in). With self -adhering flashing, the additional bead of sealant over the mounting flange (see Sections '7.2.10.2 and ?.2.10.6) shall be omitted. '1.2.9.2 Out the jamb flashing to a measurement equal to twice the roll width of the flashing being used, plus the height of the rough opening, minus 25 mm (I In) (see Figure 12) 21 S WINDOW rL DOOR z Li FIGURE 12 "1.2.9.3 Position the top and of the flashing 13 mm (1/2 in) below the location where of the head flashing will cover the jamb flashing later (see Figure 13) WRB �- 1.2.4 If a rigid or se I -rigid 5111 pan system Is used, follow manufacturer's instructions for O O TAPE Installation details and WIHXH OPN6. Cco cry td ;-4 I~ "1.1.1 In the event that the NRB is Installed after the window Installation, refer to ASTM E 2112 7.2.5 Inspect and cle �1�821N6 rn) 2 Look for any sealant ops or misaligned welding at the corner joinery. If corner seals are -OR_ I.G.F. 2X 19 missing In whole or pa rRB I.GF FIGURE 7 EXTERIOR Fold Figure NRB i 1-x_7 i I I I QI I 1 � I 1 I I I I WINDOW 0PNO. BEYOND a EXTERIOR the bottom and side flaps over and behind the interior side of the framing (see 2). Attach the NR5 Into position on the Inside of the rough opening, and trim any excess as required. 7.2.2 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance equal to the roll width of the flashing to be 000lled, and make a mark (see Flaure 3). NRB -0R- WRB -m- 1.0.F. RAW LOP. U FILM TO BE UF® N6�O BE WINDOW OR 6. DOOR OPNS. 2x 19 2x 19 OW NRB OSB NRB FIGURE 3 EXTERIOR At a 450 angle, carefully cut the the NRB on a diagonal (see Figure 4). Repeat tl the opposite corner. N� -oR- MARK GIr WRs AT 45° WINDOW oPM6. 2x F16URE 4 EXTERIOR 5o on FIGURE 8 As an option, the seal nt shall be permitted to be applied to the wall surface, as opposed to the back of the mount t g flange, In line, or Inboard of any pre -punched holes or slots. '1.2."1 Apply a disconti nous bead of sealant on the interior surface of the mounting flange at the sill. The bead of seal nt shall have a minimum of two 50 mm (2 In) voids near the ends (see Figure 9), allowing any Ilquld water that has entered the window opening to a>dt easily. NRB SEALANT WNDOW FKOWN6 FL*r,E / BBC VIEW OF WINDOW 2 2 SEALANT FIGURE 9 Install shims In such a manner that they are not permitted to Interfere with the application of the 1.2.10.5 Gut a place of head flashing that is the width of the rough opening, plus two, times the air seal, which will be applied on the Interior side in the steps that follow. roll width of the flashing, plus 50 mm (2 in). NOTE 2: Either self-adhesive flashing (see Section 7.2.9) or mechanically attached flashing (see 7.2.10.6 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant along the mounting Section 1.2.10) shall be permitted to be used for jamb and head flashing, per the following flange at the head. Apply an additional 9 mm (3/8 in) nominal diameter bead of sealant steps. horizontal] 216 mm (8 1/2 in above the rough opening (inline with the tip of the jamb flashing). Apply mechanically attached flashing to head over sealants and secure with mechanical 1.2.9 Jamb and Head Flashing Installation Using Self Adhering Flashing fasteners (see Figure 19). '1.2.9.1 Apply flashing over the mounting flange of the window at both jambs. The self adhering flashing shall be a minimum of 100 mm (4 in). With self -adhering flashing, the additional bead of sealant over the mounting flange (see Sections '7.2.10.2 and ?.2.10.6) shall be omitted. '1.2.9.2 Out the jamb flashing to a measurement equal to twice the roll width of the flashing being used, plus the height of the rough opening, minus 25 mm (I In) (see Figure 12) 21 S WINDOW rL DOOR z Li FIGURE 12 "1.2.9.3 Position the top and of the flashing 13 mm (1/2 in) below the location where of the head flashing will cover the jamb flashing later (see Figure 13) 1.2.4 If a rigid or se I -rigid 5111 pan system Is used, follow manufacturer's instructions for O O 7.1 PRE -INSTALLATION INSPECTION Installation details and integration with the WRB and flashing. Cco cry td ;-4 I~ "1.1.1 In the event that the NRB is Installed after the window Installation, refer to ASTM E 2112 7.2.5 Inspect and cle n the back side (Interior surface) of the exterior window mounting flange. rn) for various sequencing considerations. Look for any sealant ops or misaligned welding at the corner joinery. If corner seals are -OR_ I.G.F. Before Installation can occur, the Installer shall Inspect the WRB to ensure that it Is missing In whole or pa , contact the window manufacturer for the recommended remedy. I.GF Installed in accordance with this standard practice and the WRB manufacturer's instructions. 7,2.6 After cleaning the, mounting flanges, carefully run a continuous 9 mm (3/8 in) nominal 71 71 Any tears, penetration or defects within 305 mm (12 in) of the rough opening area shall be diameter bead of sealant on the back surface (Interior face) of the mounting flange of the sealed per the NR5 manufacturer's instructions before the installation starts. Refer to A5TM G 755' window at the head an both amts (see Figure, 8). I sealant in line with an re- unshed any flange. of 2X F9 holes or slots in the mounting Connect that bead sealant across any on the '1.1.3 The installer shall verify that the rough opening is plumb, level, square and true. The window frame at all Po r corners. o5B Installer shall notify the contractor to remedy any discrepancies per this standard practice. 13 EXTERIOR FIGURE "7.1.4 The installer shall Inspect the fenestration product for damage and repair or replace if W 5EALW SEAL r E necessary. "' M01NiNB "6 21 -1.2 1N5TALLATI ON PROCEDURES F I &URE EXTERIOR C\2 C\2 .2. n e even a e RB as not been reviousl modified, the, installer shall complete Cd � the followingsteps: c � -tunCareful] cut the WRE In a modified I attern as shown in fl ure I. The full -I cut ofy P 9 USWAIK110M / the WRB is also acceptable. O Q) O LO � W BACK VIM OF DOOR Fold Figure NRB i 1-x_7 i I I I QI I 1 � I 1 I I I I WINDOW 0PNO. BEYOND a EXTERIOR the bottom and side flaps over and behind the interior side of the framing (see 2). Attach the NR5 Into position on the Inside of the rough opening, and trim any excess as required. 7.2.2 At the head of the opening, starting at the top corner of the window (rough) opening, measure from the corner horizontally and then vertically a distance equal to the roll width of the flashing to be 000lled, and make a mark (see Flaure 3). NRB -0R- WRB -m- 1.0.F. RAW LOP. U FILM TO BE UF® N6�O BE WINDOW OR 6. DOOR OPNS. 2x 19 2x 19 OW NRB OSB NRB FIGURE 3 EXTERIOR At a 450 angle, carefully cut the the NRB on a diagonal (see Figure 4). Repeat tl the opposite corner. N� -oR- MARK GIr WRs AT 45° WINDOW oPM6. 2x F16URE 4 EXTERIOR 5o on FIGURE 8 As an option, the seal nt shall be permitted to be applied to the wall surface, as opposed to the back of the mount t g flange, In line, or Inboard of any pre -punched holes or slots. '1.2."1 Apply a disconti nous bead of sealant on the interior surface of the mounting flange at the sill. The bead of seal nt shall have a minimum of two 50 mm (2 In) voids near the ends (see Figure 9), allowing any Ilquld water that has entered the window opening to a>dt easily. NRB SEALANT WNDOW FKOWN6 FL*r,E / BBC VIEW OF WINDOW 2 2 SEALANT FIGURE 9 Install shims In such a manner that they are not permitted to Interfere with the application of the 1.2.10.5 Gut a place of head flashing that is the width of the rough opening, plus two, times the air seal, which will be applied on the Interior side in the steps that follow. roll width of the flashing, plus 50 mm (2 in). NOTE 2: Either self-adhesive flashing (see Section 7.2.9) or mechanically attached flashing (see 7.2.10.6 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant along the mounting Section 1.2.10) shall be permitted to be used for jamb and head flashing, per the following flange at the head. Apply an additional 9 mm (3/8 in) nominal diameter bead of sealant steps. horizontal] 216 mm (8 1/2 in above the rough opening (inline with the tip of the jamb flashing). Apply mechanically attached flashing to head over sealants and secure with mechanical 1.2.9 Jamb and Head Flashing Installation Using Self Adhering Flashing fasteners (see Figure 19). '1.2.9.1 Apply flashing over the mounting flange of the window at both jambs. The self adhering flashing shall be a minimum of 100 mm (4 in). With self -adhering flashing, the additional bead of sealant over the mounting flange (see Sections '7.2.10.2 and ?.2.10.6) shall be omitted. '1.2.9.2 Out the jamb flashing to a measurement equal to twice the roll width of the flashing being used, plus the height of the rough opening, minus 25 mm (I In) (see Figure 12) 21 S WINDOW rL DOOR z Li FIGURE 12 "1.2.9.3 Position the top and of the flashing 13 mm (1/2 in) below the location where of the head flashing will cover the jamb flashing later (see Figure 13) top edge I 7.2.10.7 U n A5FIN6 WIDTH FLASHINS WIV 1� !WAD M-ASHI !HEAD 19 All N6 VRo"�QnPl� PRB NRB_ NRB -OR- SEALANT I'G'F' SEALANT I.G.F. 058-OR-I.GF 05B -I.GF. NRB 2c NRB 05B FIGURE 19 EXTERIOR se mechanical fasteners to secure mechanically attached flashing (see Figure Do not interfere with the NRB flap at the head. Tuck the top of the jamb flashing under the top 7.2.11 Remove the previously applied tape which holds the flap of the NR5 at the head. Allow flap of the WRB at the head. the flap to lay flat over the head flashing. Apply a new piece of sheathing tap over the entire diagonal cut made In the NRB. The tape shall be compressed against the NRB and the head 1.2.9.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the jamb (see Figure 21). and WRB. Apply a piece of flashing across the head of the rough opening. The head flashing shall be cut to the width of the rough opening plus two, times the roll width of the flashing, plus 50 mm (2 in) (see Fiqure 14). �FLASHIN6 WIDTH VROUGH Or%. WINDOW O Lo co NRB �_ TAPEI.G.F. O O H&T. OF FUTURE NR8 -OR- HEAD FLASHING I.G.F. H6T. OF FUTURE NRB -0R- HEAD FLA5HINS I.G.F. TAP LOP. Cco cry td ;-4 I~ NRB rn) NRB PRINKI PRIMMt -OR_ I.G.F. � lowNRBLL_ I.GF plum ow -OR a lowNRB 71 71 �J PROW 1AEK FR�� OF WA Y 2X F9 2X F9 o5B 13 EXTERIOR FIGURE top edge I 7.2.10.7 U n A5FIN6 WIDTH FLASHINS WIV 1� !WAD M-ASHI !HEAD 19 All N6 VRo"�QnPl� PRB NRB_ NRB -OR- SEALANT I'G'F' SEALANT I.G.F. 058-OR-I.GF 05B -I.GF. NRB 2c NRB 05B FIGURE 19 EXTERIOR se mechanical fasteners to secure mechanically attached flashing (see Figure Do not interfere with the NRB flap at the head. Tuck the top of the jamb flashing under the top 7.2.11 Remove the previously applied tape which holds the flap of the NR5 at the head. Allow flap of the WRB at the head. the flap to lay flat over the head flashing. Apply a new piece of sheathing tap over the entire diagonal cut made In the NRB. The tape shall be compressed against the NRB and the head 1.2.9.4 Use firm pressure to apply the self adhering flashing to promote seal to window flange flashing, which extends over the jamb (see Figure 21). and WRB. Apply a piece of flashing across the head of the rough opening. The head flashing shall be cut to the width of the rough opening plus two, times the roll width of the flashing, plus 50 mm (2 in) (see Fiqure 14). �FLASHIN6 WIDTH VROUGH Or%. WINDOW 1.2.12 On the interior, the Installer shall apply a backer rod and a continuous Interior perimeter bead of sealant (see Figures 22 and 23), or aerosol foam sealant conforming to AAMA 812 FIGURE 14 EXTERIOR without backer rod (see Figure 24), or other window manufacturer approved material between the window ant the rough opening on all sides to form an air seal. This effectively forms a back "7.2.9.6 Apply primer to any exposed oriented strand board (055) as required by the flashing dam to prevent water intrusion Into the Interior. A raised, upturned leg made from a rigid manufacturer. material can be also be used, If properly air sealed. If a rigid or semi-rigid sill pan was used, recheck the seal between the sill of the window and the upturned leg of the sill pan and reseal 7.2.9.7 Adhere the self -adhering flashing with firm pressure across the head of the window on as needed (see Figure 25). top of the mounting flange and beyond the rough opening on each side, extending It 25 mm 0 In) over the outside edge of the flashinq at the lambs (see Fiqures 15 and 16). NRB _�_ WtiB -OR- I.GF. I.G.F. TAPE TAPE / PRAM / 11 Nvow �V Y 2x F9 2X 19 osB NRB o5B FIGURE 15 EXTERIOR Y•RB _m- NRB -OR- FIRM PRESSURE I.G.F. FIRM PRESSURE I.G.F. TAPE TAPE I 'DOOR y 2x 2x MI ow NRB 058 FIGURE 16 EXTERIOR 7.2.7.1 As an alternate to the discontinuous bead of sealant, a weep screed or wicking mechanism shall be pe ltted to be applied at the jamb ends of the sill to allow liquid water to 7.2.10 Jamb and Head Flashing Using Mechanically Attached Flashing escape. "1.2.10.1 Nhen mechanically attached flashing is used, the minimum roll width shall be 230 mm (9 in). 7.2.7.2 Additionally, if n rigid or seml-rigid sill pan Is used, apply a bead of sealant to the outboard side of the u turned leg of the pan where it will Integrate with the Interior side of the 7.2.10.2 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant over sheathing (wall window and form an al /water seal. surface) and the exterior face of the mounting flange, starting 216 mm (8 1/2 In) above the rough opening (see figure 17) continuing down the jambs to the bottom of the sill mounding flange. 7.2.8 Immediately set a window Into the opening (see Figure 10). NRB_ NRB I.GF. I.G.F. FRA rrOF POOR y LZ SELF -ADHERING 2x f9l FLASHING 2K ow OSB NRB INSTALL VUI_KW AT THFe5F4i0LD FIGURE 10 PER HF6•INSTRucna+s. EXTERIOR 7.2.10.3 Gut jamb flashing to a measurement equal to twice the roll width of the flashing being Hold the window tempo arily Into position and apply shims as required to ensure the window is used, plus the height of the rough opening, minus 25 mm (I in). set plumb, level, squart and true. Fasten the window perimeter securely into position in accordance with the m nufacturer's Instructions. For proper sealant coverage, ensure squeeze 7.2.10.4 Apply flashing Inline with any pre -punched holes/slots In the mounting flange and cover out under the flange a d In fastener holes (see Figure II). any fastener heads (see Figure 18). FIGURE I WINDOW / 0)OOR O Lo co NRB �_ TAPEI.G.F. O O NRB_ �TTiIN6 LOP. Cco cry td ;-4 I~ NRB rn) NRB WRB -OR_ I.G.F. � lowNRBLL_ O r x plum ow -OR a � 71 71 �J PROW 1AEK r, 2x N 2X F1 NRB W E o5B _L 21 F I &URE EXTERIOR C\2 C\2 1.2.12 On the interior, the Installer shall apply a backer rod and a continuous Interior perimeter bead of sealant (see Figures 22 and 23), or aerosol foam sealant conforming to AAMA 812 FIGURE 14 EXTERIOR without backer rod (see Figure 24), or other window manufacturer approved material between the window ant the rough opening on all sides to form an air seal. This effectively forms a back "7.2.9.6 Apply primer to any exposed oriented strand board (055) as required by the flashing dam to prevent water intrusion Into the Interior. A raised, upturned leg made from a rigid manufacturer. material can be also be used, If properly air sealed. If a rigid or semi-rigid sill pan was used, recheck the seal between the sill of the window and the upturned leg of the sill pan and reseal 7.2.9.7 Adhere the self -adhering flashing with firm pressure across the head of the window on as needed (see Figure 25). top of the mounting flange and beyond the rough opening on each side, extending It 25 mm 0 In) over the outside edge of the flashinq at the lambs (see Fiqures 15 and 16). NRB _�_ WtiB -OR- I.GF. I.G.F. TAPE TAPE / PRAM / 11 Nvow �V Y 2x F9 2X 19 osB NRB o5B FIGURE 15 EXTERIOR Y•RB _m- NRB -OR- FIRM PRESSURE I.G.F. FIRM PRESSURE I.G.F. TAPE TAPE I 'DOOR y 2x 2x MI ow NRB 058 FIGURE 16 EXTERIOR 7.2.7.1 As an alternate to the discontinuous bead of sealant, a weep screed or wicking mechanism shall be pe ltted to be applied at the jamb ends of the sill to allow liquid water to 7.2.10 Jamb and Head Flashing Using Mechanically Attached Flashing escape. "1.2.10.1 Nhen mechanically attached flashing is used, the minimum roll width shall be 230 mm (9 in). 7.2.7.2 Additionally, if n rigid or seml-rigid sill pan Is used, apply a bead of sealant to the outboard side of the u turned leg of the pan where it will Integrate with the Interior side of the 7.2.10.2 Apply a continuous 9 mm (3/8 In) nominal diameter bead of sealant over sheathing (wall window and form an al /water seal. surface) and the exterior face of the mounting flange, starting 216 mm (8 1/2 In) above the rough opening (see figure 17) continuing down the jambs to the bottom of the sill mounding flange. 7.2.8 Immediately set a window Into the opening (see Figure 10). NRB_ NRB I.GF. I.G.F. FRA rrOF POOR y LZ SELF -ADHERING 2x f9l FLASHING 2K ow OSB NRB INSTALL VUI_KW AT THFe5F4i0LD FIGURE 10 PER HF6•INSTRucna+s. EXTERIOR 7.2.10.3 Gut jamb flashing to a measurement equal to twice the roll width of the flashing being Hold the window tempo arily Into position and apply shims as required to ensure the window is used, plus the height of the rough opening, minus 25 mm (I in). set plumb, level, squart and true. Fasten the window perimeter securely into position in accordance with the m nufacturer's Instructions. For proper sealant coverage, ensure squeeze 7.2.10.4 Apply flashing Inline with any pre -punched holes/slots In the mounting flange and cover out under the flange a d In fastener holes (see Figure II). any fastener heads (see Figure 18). FIGURE I WINDOW / 0)OOR / WALL FLASH I NO 2x " -OR- I.G.F. BACKER � NRB NRB / BACK / ONOgN F16URE 22 2x -m- 2x FI I-oR- LOP. FOS Nr F0�5 !(T NIRS NRB NRB NR8 BACK VIEW OF ViNDM FOM 5154Mp YBACK VM L___11 1[j FIGURE 24 INTERIOR 7.2.12.1 In cases where shims cause interference with the application of the backer rod or sealant, trim excess shim material to allow for a continuous air/water seal (see Figure 26). In all cases, make sure the entire perimeter joint has been sealed, creating an air/water tight condition. 7.2.12.2 To ensure adequate protection against extreme wind driven water loads (12 psf water loads), It Is critical that the perimeter Interior air and water seal between the window and the sill pan flashing is able to withstand this pressure load without air and water leakage. Special caution needs to be applied to the interior corners. 8.0 POST INSTALLATION PROCEDURES 8.1 The installer shall ensure that the fenestration product frame and sash are installed plumb, level, square and true, within the specified tolerances. 8.2 The Installer shall ensure that all sash move freely within their frames and that weather stripping or compressible seals make full contact with mating surfaces. 8.3 The Installer shall ensure that operable hardware such as locks, cranks, latches and hinges operate smoothly, and that all locking mechanisms engage and operate properly. 8.4 The Installer shall ensure that all accessories and other components of the fenestration product assembly are present, such as screens and hardware. 8.5 After Installation of the window, drainage holes shall be Inspected for blockage and freed of any obstructions to allow drainage. F_ WZ (n 0 Z v_ O�o N Z N CHOW �= U W re MLL L. I-orJ (/� W O ZW 00 W U bb A:h V 16 .0o s ° •°p "° �� ObQ ` � $ al;0Oo �S8 3 °'9 w O 11 o M q � ° W b po q Ap Q o Au ea E-� O O q U a E- C slfl I�gti p 1 11 .0 9 .. b �'�� a y e d tl°n p .°. .3a .ps v O� a °I'd30 'a p°`on, -Sl� °o d n1-010 Iva 0 �o'�� o O Lo co O O NRB H Cco cry td ;-4 I~ rn) NRB -�_ I.G.F. -OR_ I.G.F. � zA O r x plum ow -OR a � 71 71 �J I� i� W E LO C\2 C\2 Cd c � / O Q) I� O LO � W "WON Y Y �� N �11� 056 NRB OSB FIGURE 18 EXTERI R / WALL FLASH I NO 2x " -OR- I.G.F. BACKER � NRB NRB / BACK / ONOgN F16URE 22 2x -m- 2x FI I-oR- LOP. FOS Nr F0�5 !(T NIRS NRB NRB NR8 BACK VIEW OF ViNDM FOM 5154Mp YBACK VM L___11 1[j FIGURE 24 INTERIOR 7.2.12.1 In cases where shims cause interference with the application of the backer rod or sealant, trim excess shim material to allow for a continuous air/water seal (see Figure 26). In all cases, make sure the entire perimeter joint has been sealed, creating an air/water tight condition. 7.2.12.2 To ensure adequate protection against extreme wind driven water loads (12 psf water loads), It Is critical that the perimeter Interior air and water seal between the window and the sill pan flashing is able to withstand this pressure load without air and water leakage. Special caution needs to be applied to the interior corners. 8.0 POST INSTALLATION PROCEDURES 8.1 The installer shall ensure that the fenestration product frame and sash are installed plumb, level, square and true, within the specified tolerances. 8.2 The Installer shall ensure that all sash move freely within their frames and that weather stripping or compressible seals make full contact with mating surfaces. 8.3 The Installer shall ensure that operable hardware such as locks, cranks, latches and hinges operate smoothly, and that all locking mechanisms engage and operate properly. 8.4 The Installer shall ensure that all accessories and other components of the fenestration product assembly are present, such as screens and hardware. 8.5 After Installation of the window, drainage holes shall be Inspected for blockage and freed of any obstructions to allow drainage. F_ WZ (n 0 Z v_ O�o N Z N CHOW �= U W re MLL L. I-orJ (/� W O ZW 00 W U bb A:h V 16 .0o s ° •°p "° �� ObQ ` � $ al;0Oo �S8 3 °'9 w O 11 o M q � ° W b po q Ap Q o Au ea E-� O O q U a E- C slfl I�gti p 1 11 .0 9 .. b �'�� a y e d tl°n p .°. .3a .ps v O� a °I'd30 'a p°`on, -Sl� °o d n1-010 Iva 0 �o'�� o a� OFFICE CO J < LU Q V 0 K LUL VD � o l.t_I < O- LU > %3 �-- < LU LU Q DRAWN BY: KB6/BV CHECKED BY: DAA' 10/24/11 SCALE: JOB NUMBER. �88� REVISED: PP46 NO: A15� IS O Lo co O O C\2 U U H Cco cry td ;-4 I~ rn) � zA O r x 0 a � 71 71 �J I� i� W E LO C\2 C\2 Cd W O 0 � Cd O Q) I� O LO � W a� OFFICE CO J < LU Q V 0 K LUL VD � o l.t_I < O- LU > %3 �-- < LU LU Q DRAWN BY: KB6/BV CHECKED BY: DAA' 10/24/11 SCALE: JOB NUMBER. �88� REVISED: PP46 NO: A15� IS PLAN REVIEW COMMENTS 3/18/16 RE# 169691-0000 ITEM 5 DRIVEWAY PAVERS o/SUBSTRATE 4' GATE MELOT Tc& ETER WOOD FENCE AT PROPERTY LINE GEO-THERMAL HVAC WELLS TO BE LOCATED BY BUILDER --4'-6ATE - _ - - - - - - _ - - - TANKLE55 TANKLE55 2 O = \ GAS W.N. GAS W.H. I j-------- -------_ISTEPS TWO IRRI u = I I l II \\ 22 l I FOUR C A R e A RAG CsEO-TIEid'1AL PUMPS I I 11'-1 1/8" CEIL. TO BE LOCATED M GARAGE I \ I I PLUS STEPDN. I GOURD PLAN REVIEW COMMENTS 3/18/16 I BREZWA' FE0 169691-0000 1 I I ITEM #I LU d) II' -1 1/8" CEIL. ------= 4--- = I I J� j I PLUS STEPDN. tu �_5TEEL SUPPORT COLUMN Q I PAVERS o/ IL I SUBSTRATE / I 1\ L-----t----------------------------------------------------I h I /// - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - {� \ I I \ I I Ul \\ I I I Ul 1 I \\ GF I c 1 I \\� WO ___-- I L I I I 1 ---- ---- .,1.-•-• = l I I 8'x2'-61" ISLAND I 1 FIXTURE / II GOO, BULB LUMENS AND FLOOR II' -1 1/8" CEIL, PLUS STEPDN. I (HEATED AND COOLED) I _ _ = (IDc�cIC I=========1 = LANDSCAPE LIGHTING TRANSFORMER SIDEWALK PAVERS o/SUBSTRATE I HFs+ I I X�� II---------1r--------�1/1� 1 i I \ IST_--\\ X / I -------- y/ l I —TT--- I i t y / 9'-1 I/8" CEIL `-- I / I I \ I / i i \ 1 52" FAN --- \ 11 \ I i li 11j I sD I I I --------PH--- W. H--- J / W.I.C. I '-11/8" CEIL. _ 1 BATH -4 1 9'-1 1/8" CEIL. TRASH CART STORAGE _— a — SOFFIT e i I�11• ,�yY� r-�I L-� -� lL�l , 111 11 CYCI}E11 I III lJ l i I 1 r L---1 11 1 1 11-- j 1 I,, 11--- 11 1 I 111 11'1 III 111 F11J - 111 BUILT-IN til�B�NCN I 1 / 111,1 r' STORAGE ri%�1 4� r--- 4y r--� IJGL=-=== I _ 5 I I 1 l i �T�O_ SWITCHES ���_-_� 5 +_OL I /I UP / +-T-4" CEIL. / I IPLU5 STEPDN. 4' GATE j SIDEWALK PAVERS o/SUBSTRATE WOOD FENCE AT PROPERTY LINE A.V. EQUIP. FORAGE � 9' 11/8" CEIL. / PLUS 5TEPDN. — — / _ _ _ _ ELEVAT --- AIR W--------�' QbQYH i�------- Vy ------------------- 2)MOTORIZED STORM ROLLER SHUTTER MOUNTED ON INSIDE PERIMETER BEAM FCI - —r.... F===---- =—� I I I I 1 ------ -t- - i I 1 ! PORTAB E I \\ 1 _-----------, --- r---------, , 1 �---------- MW i I I I I I I I I I / I ! I l S. WETBAR I 1 _-, r-- I l 5' DIA. SPIRAL STAIR `r0 i i \ I SOFFIT g 8' _ ---- --� 1 / O _ I / I ---- I rJ_-_--_�___�� I II it \ II 1 I L ISI{ II \ I I „1 1 �----' `-�---rL_,-rJ - .�,I \ U.C. REF. i II �--_- O I II 11 L------ p II--------� / \ ---------------------j L9' I I/8 ICEIL.J r-----1-------�_______�------_a 1 I r-�-` / 1 L -------j------ ------ 1 / I 1 _\ ---- L__________________J --------- / I---------- \—/_— / I / eAM / / 1 I l- �o / Ir ROOM I PATIO 1 / / r, / // / �\`� sD / 9' I I/8" CEIL. 9'-1 1/8 CEIL j T PLU5 STEPDN. 1 w/ BEAMS I i �' \ / - - - O ----�1 /---------------------------- I I I \ /'- /-------------- --J-I� \I I I ! _ —J------------ —1—i I---1---------- -------------I—! Wil- sD / \ / /CA g 9 NTS CEIL. \\ PLUS STEPDN. I I 1\ SHED RPOF ABV. WP C r T- - - - - - - - - ] CANTILEVER ABV. I III I U-- _ OUTD o C -__------ I PLAN�IE /4/16 REO 169691- / PLAN REVI�CC-��T58/16 ITEM n � Q 169691 - ITEM 5 BREAK -AWAY C.M.U. SCREEN WALL (o' h. PLAN REVIEW COMMENTS 9/4/16 BREAK -AWAY C.M.U. PIER 6' h. �' 169691-0000 FIRST FL NOTE: 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEC IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM: OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER ("A.F.G.I.") INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) ALL 125 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN (o FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CGRC.L") PROTECTION FOR PERSONNEL. 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 10A 4) ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2011 NEC. 5) 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. OR ELECTfRI CAL ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.001 FLORIDA ADMINISTRATIVE CODE, 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-10 "MININMUM 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 5ECTION 6 OF THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. SYMBOL FIXTURE WILDLIFE LIGHTNG TOTAL NUMBER OF BULB LUMENS AND FLOOR TYPE OF MOUNT MOUNI ING HEIGHT NUMBER INDICATES HGT. AFF. (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (e.g. 420 \ (eg., wall, pole, bollard) p° qq•d 110v 1 SIDE SWITCHED or stock number) SPEAKER TWP® lumens output) j] INTERCOM STATION zN 00 SPJ LIGHTING 1 110 FLOOR OUTLET 1 TRF-AI9-OUO-02 AMBER L.E.D. . \ WALL MOUNT - - - - - 'i'-8 °a � _ STAIRS ABY. 9'-1 I/8" CEIL. I ----- ��\i I (� --- -------- sD \ UP Q MUD RM. 2008 -OS 6 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR jELEVATOR I 111-11/8" �\ �'\ 1/8" CEIL. FOUR WAY SWITCH a 150 LUMENS --- iE 1 o Q \ \ 16 1 MR 16 GU 5.3 AMBER L.ED. FIRST FLOOR WALL MOUNT INLINE EXHAUST FAN -- / L -012F STEPLIGHT I \ ELEVATOR o Q - ----- 2008-001 2 I )W WALL MOUNT CEILING FAN PRE -WIRE 4'-I" CEILING MT'D LIGHT L -012F STEPLIGHT FLOOD LIGHT {}i II 150 LUMENS I PWDR./ BEACH BATH--- RECE55ED LIGHT _ \\� 2012-009 8 / -1 I/8" CEIL. STEP MOUNT 111/8',2'-91 \ CEILING FAN/LIGHT E9 -RL STEPLIGHT RECESSED MOISTURE / 150 LUMENS PROOF LIGHT 8'-21/2', 8'-11,10-81/8", TO SWITCH \ 0 BEACHSIDE LIGHTING 2008-08 / 1 MR 16 GU 53 AMBER L.E.D. Wil- sD / \ / /CA g 9 NTS CEIL. \\ PLUS STEPDN. I I 1\ SHED RPOF ABV. WP C r T- - - - - - - - - ] CANTILEVER ABV. I III I U-- _ OUTD o C -__------ I PLAN�IE /4/16 REO 169691- / PLAN REVI�CC-��T58/16 ITEM n � Q 169691 - ITEM 5 BREAK -AWAY C.M.U. SCREEN WALL (o' h. PLAN REVIEW COMMENTS 9/4/16 BREAK -AWAY C.M.U. PIER 6' h. �' 169691-0000 FIRST FL NOTE: 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEC IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM: OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER ("A.F.G.I.") INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) ALL 125 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN (o FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER CGRC.L") PROTECTION FOR PERSONNEL. 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 10A 4) ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2011 NEC. 5) 100% OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. OR ELECTfRI CAL ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.001 FLORIDA ADMINISTRATIVE CODE, 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-10 "MININMUM 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 5ECTION 6 OF THE MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. SYMBOL FIXTURE WILDLIFE LIGHTNG TOTAL NUMBER OF BULB LUMENS AND FLOOR TYPE OF MOUNT MOUNI ING HEIGHT NUMBER INDICATES HGT. AFF. (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (e.g. 420 LOCATION (eg., wall, pole, bollard) p° qq•d 110v 1 SIDE SWITCHED or stock number) SPEAKER TWP® lumens output) j] INTERCOM STATION zN hl Q V� SPJ LIGHTING WEST SIDE ELEV.4 110 FLOOR OUTLET 1 TRF-AI9-OUO-02 AMBER L.E.D. . FIRST FLOOR WALL MOUNT 11Ov OUTLET ON GROUND 'i'-8 °a � SPJ49-02 N/A 46 LUMENS (� 220v OUTLET �3 THREE WAY SWITCH Q BEACHSIDE LIGHTING 2008 -OS 6 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR CEILING MOUNT � �ooiY0 111-11/8" x L-OlD-A 6 -F -LE FOUR WAY SWITCH a 150 LUMENS !ID o Q BEACHSIDE LIGHTING 2008-001 16 1 MR 16 GU 5.3 AMBER L.ED. FIRST FLOOR WALL MOUNT INLINE EXHAUST FAN " 2' -0 SWITCH IN DOOR JAMB L -012F STEPLIGHT INLINE EXHAUST FAN -LIGHT 150 LUMENS Ms o Q BEACHSIDE LIGHTING 2008-001 2 1 MR 16 GU 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT CEILING FAN PRE -WIRE 4'-I" CEILING MT'D LIGHT L -012F STEPLIGHT FLOOD LIGHT {}i II 150 LUMENS CEILING FAN RECE55ED LIGHT _ BEACHSIDE LIGHTING 2012-009 8 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR STEP MOUNT 111/8',2'-91 ' 4'-11/8",V-53/4", CEILING FAN/LIGHT E9 -RL STEPLIGHT RECESSED MOISTURE 150 LUMENS PROOF LIGHT 8'-21/2', 8'-11,10-81/8", V-51/1" 0 BEACHSIDE LIGHTING 2008-08 6 1 MR 16 GU 53 AMBER L.E.D. SECOND FLOOR CEILING MOUNT +- 0'-3 5/8" TELEPHONE MODEM LINE L -016 -F -LED -A it 150 LUMENS ® CABLE TV OUTLET o Q BEACHSIDE LIGHTING 2008-001 1 1 MR 16 GU 53 AMBER L.E.D. SECOND FLOOR WALL MOUNT 12" L -012F STEPLIGHT SO LUMENS o BEACHSIDE LIGHTING 2008-0012 ALARM KEYPAD 1 MR 16 GU 53 AMBER L.ED. STAIR BALCONY W ALL MOUNT SECURITY CAMERA 12 " TUBE LIGHT L -012F STEPLIGHT CHAND/PENDANT LIGHT======x 150 LUMENS o BEACHSIDE LIGHTING 2008-001 6 1 MR 16 GU 5.3 AMBER L.E.D. THIRD FLOOR WALL MOUNT 12" L -012F STEPLIGHT 150 LUMENS Fl, 10 LUMASCAPE 2012-001 6 3 W LED RED - ORANGEFIRST FLOOR RECESSED WALL I'-6" I'-6" FROM BTM JL_u LS 333 AN5-2 LED 3.5 LUMENS FROM BTM OF POOL OF P OL AND SPA I I I 1\ /-- -------------`IJ 1 l 1 1 \---------- �--------------- j I li ! --- \ I P \ \ ----- \------------- -------- -- - 4 I I li II1I j� � I �\ �\ ITC1 1 1 `1 ---��� - II I \ \I \1 19'�l 1/8" CEIL. I I �� I ��J ------ -- --Mi IPLIU55TEPDN. --- \ ------------------�! \ l _jd 1 F l �paj \\� I QMOTORIZED STORM I \\ (2) MOTORIZED STORM11- I Q 21 1 1 1 1 ROLLER SHUTTER I / \ ROLLER SHUTTER l i \ I MOUNTED ON INSIDE I MOUNTED ON INSIDE \I I 1 PERIMETER BEAM / \ PERIMETER BEAM - ---\ --1 --- 3 ------------------------- -- - - - - -------------------------------- SUPPORT - - - - - -------------SUPPORT COLUMN \ IN POQL --- ------------- \ --- -- -,� ---- =------------ ----- /// 3 �� \\� FCCL / \ DETAILS RS \ 4-22'-0" 491-21, 242 SF. POOL I \� ' ' // PATIO \ 1/2 WATT / SQFT. = 121 W 1 —1` _ _ / PAVERS o/SUBSTRATE PLAN REVIEW COMMENTS 3/18/16 ITEM "6 PLAN NOTE: SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS 1� rc WINTER E EAC44 NOME LIES: 1) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 2) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE PROHIBITED, 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS PROHIBITED, 4) COMPLETELY SIHEILDED DOWNLIGHTS WITHOUT INTERIOR REFLECTIVE SURFACES ARE PREFERRED. ALL PROPOSED FIXTURES SHALL BE APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. 5) FIXTURES SHALL 5E LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. 6) LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR LOW WATTAGE (i.e., 5OW OR LESS) "BUG" TYPE BULBS. 1) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. THE USE OF UPLIGHTS IS STRONGLY DISCOURAGED AND IN MOST CASES CANNOT BE APPROVED. 8) HIGH INTENSITY LIGHTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL UTILIZE SHIELDED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES SHALL BE KEPT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE FIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. 9) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT ARE VISIBLE FROM ANY POINT ON THE: NESTING BEACH. THIS LIGHTING SHALL BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 48" OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LIGHT EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY ILLUMINATE THE NESTING BEACH. 10) PARKING LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR POSITIONED SUCH THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD OR ONTO THE NESTING BEACH. HEDGES, NATIVE DUNE VEGETATION, AND/OR OTHER GROUND -LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS OBJECTIVE. 11) DURING CONSTRUCTION, TEMPORARY SECURITY LIGHTING DURING THE MAIN PORTION OF THE MARINE TURTLE NESTING SEASON (MAY 1-OCTO5ER 31) IS STRONGLY DISCOURAGED. IF ABSOLUTELY NECESSARY, THESE LIGHTS SHALL 5E LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS SHALL BE COMPLETELY SHIELDED AND LOW -MOUNTED. LOW PRESSURE SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW "BUG" TYPE BULBS SHALL BE UTILIZED. UNDER NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR INDIRECTLY ILLUMINATE ANY AREA OF THE NE51-IN(x BEACH. 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN THESE (fiUIDELINES. (QIIII, BREAK -AWAY CM.U. SCREEN WALL 4'h. FROM NEW GRADE) BREAK -AWAY C.M.U. PIER 4'h. FROM NEW GRADE) PLAN REVIEW COMMENTS 9/4/16 RE' 169691-0000 ITEM •4 ELECTRICAL LEGEND ® IIOV DUPLEX RCPT- O THERMOSTAT q O PUSH BUTTON Q�38 NUMBER INDICATES HGT. AFF. �z—I z I� $ ��•g 0000 CHIMES p° qq•d 110v 1 SIDE SWITCHED O SPEAKER TWP® WEATHER PROOF OUTLET j] INTERCOM STATION zN H INTERCOM PANEL .00 9�g 110 FLOOR OUTLET 0 VOLUME CONTROL Q� 11Ov OUTLET ON GROUND o °a � I!I FAULT CIRCUIT TWO WAY SWITCH (� 220v OUTLET �3 THREE WAY SWITCH �! n •d tl� � o �opp.����. GARAGE DOOR OPENER ox � �ooiY0 GDo x a FOUR WAY SWITCH a DEDICATED OUTLET !ID D SWITCH w/ DIMMER 0 JUNCTION BOX (3) INLINE EXHAUST FAN �j SWITCH IN DOOR JAMB INLINE EXHAUST FAN -LIGHT MOTION SENSOR SWITCH Ms INLINE EXHAUST FAN-LIGHT-HUMIDISTAT (MOISTURE PROOF) ® CEILING FAN PRE -WIRE ,H,� CEILING MT'D LIGHT FLOOD LIGHT {}i II WALL MT'D LIGHT CEILING FAN RECE55ED LIGHT RECESSED EYEBALL CEILING FAN/LIGHT RECESSED MOISTURE PROOF LIGHT { TRACK LIGHT D WALL SCONCE v TELEPHONE OUTLET PANEL 1FI TELEPHONE MODEM LINE it TELEPHONE FLOOR OUTLET ® CABLE TV OUTLET 2' x 4' FLUOR FIXTURE sDi SMOKE/ CARBON MONOXIDE DETECTOR 10" x 4' FLUOR. FIXTURE 0— ALARM KEYPAD CI4 SECURITY CAMERA TUBE LIGHT + CHAND/PENDANT LIGHT======x UNDERCOUNTER LIGHT W Z cn Z L) Oo _ 04 Z 04 VoW �= CU W W CO I.L00LL (� O O W Z ♦O W V lei •od'� � � y o ` 2 c LO �z—I z $ ��•g a b� '� n o p° qq•d ��Q qw o cd co � zN H .00 9�g 10 o o Hao o °a � Gi °�o> 1a� 0 0•pd Z n •d tl� � o �opp.����. ox � �ooiY0 c Dw�wN BY: KBG/BV GHECK1IM:) BY: DATE: 10/24/11 SCA: 1/411 I Loll JOB NUMBER: 5883 REVISED: DW6 NO: OF � o ` 2 c LO �z—I z 0 0 H c a --I I\ U U H LO W cd co � � o '� '> N N Z ox x a Dw�wN BY: KBG/BV GHECK1IM:) BY: DATE: 10/24/11 SCA: 1/411 I Loll JOB NUMBER: 5883 REVISED: DW6 NO: OF LO ` 2 c 0 cd0 �z—I H c a --I I --I o LO W cd Dw�wN BY: KBG/BV GHECK1IM:) BY: DATE: 10/24/11 SCA: 1/411 I Loll JOB NUMBER: 5883 REVISED: DW6 NO: OF O W r U) n w O 00 r4 O � m C O z l ! rn O z W � p O -r r z rn *0-0000 IEW COMMENTS 3/18/16 n n II II II II ----- jC---------_-� --�i- --i 1171, ` T--------�r----------I T ' x11 I I --17-- I I � I I �____ 1L________ 1_y / LIaT -J I/ �E�I I� I I 10'-I I/8" CEIL. II \ TXIAN I I \\ / 1 / I I ------------------ \l I QD� sD I LINEN - / FIXTURE WILDLIFE LIGHTING r____7 T SHOWER / , _ _ -N J \ 22 "x30" 1 (ATTIC INC HEIGHT CLUE T BATH -1 accEssl,� EACH FIXTURE // \\ u "A 10'-1 I/O\ CEIL. HALF WALL / s° L or stock number) lumens output) LL o� o 1iJ V� SEAT WEST SIDE ELEV, 4 1 TRF-AI9-OUO-02 AMBER L.ED. FIRST FLOOR WALL MOUNT Ll 5PJ49-02 N/A 1(A 46 LUMENS Q Q BEACHSIDE LIGHTING 5 -SH. RdSN --- 6 1 MR 16 GU 53 AMBER L.E.D. --------- -J CEILING MOUNT I / O L -216 -F -LED -A LC) 150 LUMENS CO cd I II II RdS RdSN rPCI CLO . WINDOW SEAT w/ STOR BELOW CLOS. I / CLUES I " _-KITEN _ _ 11% 1 m' I 1 \/ *� 0H 11 \\ 0' I IL, l �i w i I \i'I I I I 11l I �l I \ _ 1 __1(D' -1_I/8" CEIL,• O ii v -} -------- 71- �1— w/ BEA S, n I I L " • 1 I I �_ � Iv I �0' �_1L8_G1alL,J- 1 I I I I I .' i /' i i `\ Q w > -1- 1 -I- - - I 1---------� w/ BEAMS L - - " I J ----/ i \\ ii e1 Q4 -�- I --' ------------- � \ 3 DISP. -h 11 - -- ------------------'�-52" FAN I - �- hh �- — 1 L 11 I __j i 11'1 I I I I ` 52" F,aN -- =1--------------------\I / SD ---�---- I --7 I I -----J 5EA i \ MP i/ I I I I I I / /� swo BATH -3 1 sD ---r--------r-----T SD I I - I 101 -ii/ ' _L'u' I \ FROM LANDING J "--- LJ_- I 10' -I I/8" CEIL/ . � I 10'-I I/8" CEIL. , GUEST ENTRY \I STEP UP CEIL 24" sD / COVERED BALCONI _ '� sD / 10'-1 1/8" CEIL. PLUS STEPDN. C _ SLOPE -- j - --- --- -- H 1 SO TI� cY. — UNCOVERED BALCONY ___, "— \ �/ I CO E E I ///------ __ =�_ __--_____� 1\ �II.C• II CEIL. i ��I � / II i LAUNDR \ RAILING/ i I 10'-1 1/8" CE1 �1 BA CONI I 52" FAN RdSN LEVATOR 101-11 " EIL. 1 \ / SEAT / / — J/ PLUS TPED) N. 1 \ T Q GUEST BATH -2 ►1p' / TO SWITCH 1'10'-1 1/6" CEIL. 10'fl"G$", I BELOW 17 1 1---- / / SHOWER\ i / ' S. A.H.U. MECH. 1s.t FL J L 10' 1 1/8" G I . QMOTORIZED STORM ROLLER SHUTTER MOUNTED ON INSIDE RAILING PERIMETER BEAM --- \ RAILING —�-�--------------------------------------- IZ:�__j — - - - - - _ BASE CABS( UMMW IBAI5E CABS * \ 30" FZR. 30" REF. \ �— /MICRO 48" r�E =_ -� \I DN \ / \ W/ 40 ABOVE I T k E `� i 126"Wx2l I/4"p. \\y L ` I I w/ PI ST�4 FAUCET 10'-I 1/21" IL. I I x68 I/2" N. WINE / I - - L - L - ` ur/ BEAj 1S (AND ,'j - - - - _I _ ------- — -- -- — STOR REF. — I I I T4G CEij C• 1 / _ — — 1 )41 j j s) LILL 10'-1 1/8" CEIL. I; I II I I REF. I MIXER f RS�I I I ICE I I I i ��` zQ I DRWR I SHELF IREG�Y. I I MAKER I Q DISP. 8 u i L r^\ r^; I I Imo\ I \\ `L i 1\ 5' DIA. SPIRAL STAIR I ICE \ �� I ItAT n DNJr PANTRI ii MAKER S I n \\ _'_/''""" N 10'-11/8" CEIL. I'll \ I I �I i �i 1 �i i -fi \ =JJ °c--- - - - - - - - -- �1 Aii \ 2411 \\ TRASH /104 /)\l 1 I i Ii i li i '`' 11 REF. `�_ ii / I\ 1 AIA-�--------\—/----f------------, / ---------1�---------J—L---------L1- ----- 1 wP ------------all --- =0 ----------------------- - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - c,Fc1 1 1 y GI Y l 10'-1 1/8" CEIL. I j PLUS STEPDN. w/ BEAMS 1 1 I 1 I \\ \ \\ `---U -I�� / I RECESSED FLROUTLET \ L�------------ t� I I \ ______� \ I I / / I LOC. PER OWNER \ I -- 1 ---- L ----J \ \ I f-- — — — — — — — — — — — — — 7 ----- -------I- ------------1--'-1---�--- I ---1_7 A-----— \ I I IIS I�NI 1 lil ----{ I -------I-- I I 1 11 li � \\ 110'-I I/8" CEILI __L�1 I I r________A_ Lam____ \__ ________ -------- ; I I I i UP 111/ BEAMS i I I I I ri------�_ \ I \ PN. ii ii III I I II1 " •/ ! — III I I I I III I I I ( I I I 52 FAN , -- ---- A III (III / ----- _ "-1---I-J ILJ-_-LU I I I II I I < A' `\\ / 1 AND SWITCH m ---n ABV.---- III I i I' 1 •II I 1 / ;L; r' / rt -�J ----- �I- 7----- I I --+F _--1— n I------ ----I I = __L_____1___ / III I ♦ \ I w/ BEAMS 'LLL II 1 ______ `_I/ - - - - I ! = L_________�J moi' �` �\ i / i I=3 ----_—_ / I A I I 36" LINEAR VENTLESS I TO SWITCH I\ I GAS FIREPLACE 1 I / 3ELOW \\ ` _ - - - - - - w/ TV. ABOVE - - - - _ - - _ _ , QMOTORIZED STORM- / H - - - - - - - ROLLER SHUTTER BASE GAB, MOUNTED ON INSIDE BASE AB. i - - - - - FOR A/VGPERIMETER BEAM I I RAILING + 1 -1 --III II RAILING L+fir---I-I------�+� ----- - II II PLAN REV EW COMMENTS 9/4/16 RE" 169691 0000 ITEM � PLAN VIEW COMMENTS 3/18/16 GUE \5T W ING. RE" 169691-0000 ITEM 5 5ECONID FLOOfR ELECTfRICAL f=LAN, NOM 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEI IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM: OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER CA.F.C,J.") INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) ALL 125 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER ("G.F.C.I.") PROTECTION FOR PERSONNEL. 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 10A 4) ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2011 NEC. 5) 10051. OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS ADDITIONAL, NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 625-33.00-1 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 1-10 "MININMUM 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, SYMBOL FIXTURE WILDLIFE LIGHTING TOTAL NUMBER OF BULB LUMENS AND FLOOR TYPE OF MOUNT MOLUNN INC HEIGHT (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (eg. 420 LOCATION (ag., wall, pole, bollard) L or stock number) lumens output) z� o� o 1iJ V� SFJ LIGHTING WEST SIDE ELEV, 4 1 TRF-AI9-OUO-02 AMBER L.ED. FIRST FLOOR WALL MOUNT Ll 5PJ49-02 N/A 1(A 46 LUMENS Q Q BEACHSIDE LIGHTING 2008-08 6 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR CEILING MOUNT / O L -216 -F -LED -A LC) 150 LUMENS CO cd o Q BEACHSIDE LIGHTING 2005-001 16 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR WALL MOUNT 2'-0" L -012F STEPLIGHT 150 LUMENS O Q O LOcd o BEACHSIDE LIGHTING 2005-001 2 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR WALL MOUNT 4'-1" L -012F STEPLIGHT 150 LUMENS _ BEACHSIDE LIGHTING 2012-009 8 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR STEP MOUNT 111/8', 2'-9 /8', 4'-11/8", V-5 3/4", E9 -RL STEPL IGHT 150 LUMENS 8'-2 0", 8' 11., iv -81/8", 2'-51/1" BEACHSIDE LIGHTING 2008-06 6 I MR 16 GU 53 AMBER L.E.D. SECOND FLOOR CEILING MOUNT + 10'-3 5/8" L -016 -F -LED -A 150 LUMENS o BEACHSIDE LIGHTING 2008-001 1 1 MR 16 GU 53 AMBER L.E.D. SECOND FLOOR WALL MOUNT 12" L -012F STEPLIGHT 150 LUMENS o Q BEACHSIDE LIGHTING 2005-001 2 1 MR 16 GU 5.3 AMBER L.ED- STAIR BALCONY WALL MOUNT 12" L -012F STEPLIGHT 150 LUMENS o Q BEACHSIDE LIGHTING 2005-001 6 1 MR 16 GU 53 AMBER L.E.D. THIRD FLOOR WALL MOUNT 12" L -012F STEPLIGHT 150 LUMENS f 10 LUMASCAPE 2012-001 6 3 W LED RED - ORANGE FIRST FLOOR RECESSED WALL 1'-6" 1'-6" FROM BTM IL LJ LS 333 ANS -2 LED 3.5 LUMENS FROM BTM OF POOL OF P OL AND SPA NOTE: SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS W WINTER SUMMER S -E BEACH HOME LI(: -"TING GUIDELINES: 1) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 2) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE PROHIBITED. 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS PROHIBITED. 4) COMPLETELY SHEILDED DOWNLIGHTS WITHOUT INTERIOR REFLECTIVE SURFACES ARE PREFERRED- ALL PROPOSED FIXTURES SHALL BE APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. 5) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. 6) LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR LOW WATTAGE (i.e., 5OW OR LESS) "BUG" TYPE BULBS. 1) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. THE USE OF UPLIGHTS IS STRONGLY DISCOURAGED AND IN MOST GASES CANNOT BE APPROVED. 0) HIGH INTENSITY LIGHTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL UTILIZE SHIELDED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES SHALL BE KEPT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE FIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH, 9) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT ARE VISIBLE FROM ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 48" OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LIGHT EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY ILLUMINATE THE NESTING BEACH. 10) PARKING LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR POSITIONED SUCH THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD OR ONTO THE NESTING BEACH. HEDGES, NATIVE DUNE VEGETATION, AND/OR OTHER GROUND -LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS OBJECTIVE. 11) DURING CONSTRUCTION, TEMPORARY SECURITY LIGHTING DURING THE MAIN PORTION OF THE MARINE TURTLE NESTING SEASON (MAY 1 -OCTOBER 31) IS STRONGLY DISCOURAGED. IF ABSOLUTELY NECESSARY, THESE LIGHTS SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS SHALL BE COMPLETELY SHIELDED AND LOW -MOUNTED. LOW PRESSURE SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW "BUG" TYPE BULBS SHALL BE UTILIZED. UNDER NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN THESE GUIDELINES. IIIA ELECTIRICAL LEGEND- I 110V DUPLEX RCPT_ O THERMOSTAT q O PUSH BUTTON ®-0 NUMBER INDICATES HGT. A.F.P. 0000 CHIMES QT 110v I SIDE SWITCHED O SPEAKER [( WEATHER PROOF OUTLET INTERCOM STATION n INTERCOM PANEL ® 110 FLOOR OUTLET 8 VOLUME CONTROL 110v OUTLET ON GROUND �i FAULT CIRCUIT TWO WAY SWITCH 220v OUTLETS THREE WAY SWITCH q c-po GARAGE DOOR OPENER �4 FOUR WAY SWITCH To DEDICATED OUTLET p SWITCH w/ DIMMER Q JUNCTION BOX m INLINE EXHAUST FAN �J SWITCH IN DOOR JAMB INLINE EXHAUST FAN -LIGHT MS MOTION SENSOR SWITCH INLINE EXHAUST FAN-LIGHT-HUMIDISTAT lµr (MOISTURE PROOF) ® CEILING FAN PRE -WIRE CEILING MTD LIGHT N7 FLOOD LIGHT {}i WALL MTV LIGHT <ICEILING FAN II RECESSED LIGHT RECESSED EYEBALL CEILING FAN/LIGHT VIN RECESSED MOISTURE PROOF LIGHT TRACK LIGHT D WALL SCONCE v TELEPHONE OUTLET PANEL v1 TELEPHONE MODEM LINE ® TELEPHONE FLOOR OUTLET ® CABLE TV OUTLET 2' x 4' FLUOR FIXTURE sD SMOKE/ CARBON MONOXIDE DETECTOR 10" x 4' FLUOR FIXTURE 0-u- ALARM KEYPAD L�4 SECURITY CAMERA TUBE LIGHT + CHAND/PENDANT LIGHT======x UNDERCOUNTER LIGHT H ♦♦W Z V♦ ZU_t, OO _ 04 Z N = U W (.LW C13 OC F. L U (%) w O ZU) OW V DRAM BY: KBO/BY CA- ECKED BY: DAA: 10/24/11 Ad -E: 1/411=11-011 /411=11_011 JOB NUMBER: �✓8S3 REVISED. DW6 NO: All OF O Y✓ e� 0 0 Q C\2 U U V ce) cd Lid tto 0 L LL ck z� o� o p., v<o Ll 1(A Q Q LU TjL..J W / O �— LC) CO cd V Lu Q rrO W O Q O LOcd DRAM BY: KBO/BY CA- ECKED BY: DAA: 10/24/11 Ad -E: 1/411=11-011 /411=11_011 JOB NUMBER: �✓8S3 REVISED. DW6 NO: All OF Q V � 0 L LL ck ks) v<o LU Lfi 1(A Q Q LU / O �— : V Lu Q DRAM BY: KBO/BY CA- ECKED BY: DAA: 10/24/11 Ad -E: 1/411=11-011 /411=11_011 JOB NUMBER: �✓8S3 REVISED. DW6 NO: All OF O V r o W O 0 V) 0 m n --I O z 0 O Z L4 O •r r z m 0— PLAN REVIEW COMMENTS 3/18/16 RE" 169691-0000 ITEM 5 II II II II II II LINE OF 2nd, FLOOR BELOW I I II II II 12211X3011 / I ATTIC / \ I ACCE n n r (J)MOTORIZED STORM I ROLLER SHUTTER I I MOUNTED ON INSIDE I ! RAILING PERIMETER BEAM �\ /ice —�� 9'-I 1/8" CEIL._— VES ULE \I DN. \ RAILING 64o" CEIL. 1 (SED 2x12 PLATEFORM o/1 TO SWITi ISED HALL CEIL. BELOW I 1 I BELOW 8' 11/8" CEIL. - --- -- R4SH. EVATOR / / 1 \ \ I (Ill i FLOOR TYPE OF MOUNT I -� I '\1' > NUMBER INDICATES HGT. AFF. / CERTIFICATE NUMBER EACH FIXTURE TYPE (eg. 420 \ , y/ \ y q / O or stock number) !I II WEATHER PROOF OUTLET lumens output) INTERCOM STATION w' Q hJ SFJ LIGHTING WEST SIDE ELEV. 4 1 TRF-AI9-OUO-02 AMBER L.E.D. FIRST FLOOR ---�Lf CEIL. gl -I I/8" T _1'-8" V� SPJ49-02 N/A TWO WAY SWITCH 4io LUMENS 220v OUTLET �3 THREE WAY SWITCH II i l i =k� I 1 1 52" FAN I I I 6 - FIRST FLOOR il VUI��I 'Y• 1 1 1 / / VILT. I 4 L -016 -F -LED -A To - / o LO / D / 1 ------------'/ I 1 16 I MR 16 GU 5.3 AMBER L.E.D. --/--1---\ 1 1 --- \ \ \ / / L -012F STEPLIGHT MOTION SENSOR SWITCH 150 LUMENS U MS o Q BEACHSIDE LIGHTING 2008-001 2 1 MR 16 GU 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT 4'41 L -012F STEPLIGHT / — 150 LUMENS 5ATH-2\\\ \ CLOS. so VLT. CEIL. 111 1 8 1 MR 16 GU 53 AMBER L.E.D. ---�-- STEP MOUNT 9'-11/811 T-41/211 T0�1( '1 RECESSED LIGHT - - - - R45H. CEIL. =;moi// 8'-21/2", 8'-1",16-81/8",12'-51/2" LIGHTING 2008-08 6 1 MR 16 GU 53 AMBER L.E.D. Q(0 SECOND FLOOR CEILING MOUNT +..10'-3 5/8" TRACK LIGHT L -016 -F -LED -A WALL SCONCE 12211X3011 / I ATTIC / \ I ACCE n n r (J)MOTORIZED STORM I ROLLER SHUTTER I I MOUNTED ON INSIDE I ! RAILING PERIMETER BEAM �\ /ice —�� 9'-I 1/8" CEIL._— VES ULE \I DN. \ RAILING 64o" CEIL. 1 (SED 2x12 PLATEFORM o/1 TO SWITi ISED HALL CEIL. BELOW I 1 I BELOW 8' 11/8" CEIL. - --- -- R4SH. EVATOR / / 1 4- — — — — 1-1 -- -----4 1 -k I I I I �_— w II I + -- ----I-I--- 1 I I -TT- cerci l u u u u lu JULIE7TE BA ON RAILING PLAN REVIE COMMENTS 9/4/16 RE# 169691 - ITEM 02 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEL IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, L I V I NO ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM' OR A 8E PRO'TZCTL`S 151' A TED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER ("A.F.G.I.") INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) ALL 125 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER ("G.F.C.L") PROTECTION FOR PERSONNEL - 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 10A 4) ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2011 NEC. I 5)10051. OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. /I 8'-9 1/8" CEIL. \;\ 36" LINEAR D.V. /!� �� PLUS STEPDN. I j \� GAS FIREPLACE w/ BEAMS I 1 \ \ w/ TV. ABOVE ---\--- - - - - - - - - - -� ----------------T-i \ 1 ! -+-, IIIIII 1 1 UITi=1 I -=-L-fiLOPE'fRAYCEIL. I r--- �-LJ_'__--- t'-9 1/8'l -T-09--10 I/4" 1 6-6" CEIL. I VLT, I I I w/ BE III VLT. II II 52,". FANI 1 ------- - - - - -- ------- 9 \ /I� �� ,IM/ 1 I II -- 1 - - - ----------------------- - - J 1 1 3 EXERC 1 S \ I=========================�r r I I IIz VLT. CEIL- - - - I ! ! Q p's T-41/2" TO 8'-611 / \ I I iii iii I 119 Li--------------------------- /BARREL CEIL.\ I 1 ------ I! I f - - - - - - - - - - - - - -- ------ L - / _j A/// n------111 \ i I 11 //// ,ii I I ; Iii \\\\ / / JJ MOTORIZED STORM — %/\\�\ 9 ROLLER SHUTTER I WP ---%1----- i °i -L1- r--------�---i I MOUNTED ON INSIDE j 7L,L— TL—II ��� \tT PERIMETER BEAMIu I I RAILING I II I I I I I I II II II u u u PLAN REVIEW COMMENTS 3/18/16 RE0 1(09691-0000 ITEM 5 THIRD FIXTURE \ I FLOOR FLOOR TYPE OF MOUNT \\ 1 NUMBER INDICATES HGT. AFF. (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (eg. 420 LOCATION ELECTfRICAL y q 110v 1 SIDE SWITCHED 4- — — — — 1-1 -- -----4 1 -k I I I I �_— w II I + -- ----I-I--- 1 I I -TT- cerci l u u u u lu JULIE7TE BA ON RAILING PLAN REVIE COMMENTS 9/4/16 RE# 169691 - ITEM 02 1) ALL 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLEL IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, L I V I NO ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM' OR A 8E PRO'TZCTL`S 151' A TED COMBINATION TYPE ARG -FAULT CIRCUIT INTERRUPTER ("A.F.G.I.") INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 2) ALL 125 -VOLT, SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE -LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN. ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER ("G.F.C.L") PROTECTION FOR PERSONNEL - 3) ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH ARTICLE 200 OF NFPA 10A 4) ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF THE 2011 NEC. I 5)10051. OF ALL INTERIOR AND EXTERIOR PERMANENT LIGHT FIXTURES USE CFL/LED LAMPS. /I 8'-9 1/8" CEIL. \;\ 36" LINEAR D.V. /!� �� PLUS STEPDN. I j \� GAS FIREPLACE w/ BEAMS I 1 \ \ w/ TV. ABOVE ---\--- - - - - - - - - - -� ----------------T-i \ 1 ! -+-, IIIIII 1 1 UITi=1 I -=-L-fiLOPE'fRAYCEIL. I r--- �-LJ_'__--- t'-9 1/8'l -T-09--10 I/4" 1 6-6" CEIL. I VLT, I I I w/ BE III VLT. II II 52,". FANI 1 ------- - - - - -- ------- 9 \ /I� �� ,IM/ 1 I II -- 1 - - - ----------------------- - - J 1 1 3 EXERC 1 S \ I=========================�r r I I IIz VLT. CEIL- - - - I ! ! Q p's T-41/2" TO 8'-611 / \ I I iii iii I 119 Li--------------------------- /BARREL CEIL.\ I 1 ------ I! I f - - - - - - - - - - - - - -- ------ L - / _j A/// n------111 \ i I 11 //// ,ii I I ; Iii \\\\ / / JJ MOTORIZED STORM — %/\\�\ 9 ROLLER SHUTTER I WP ---%1----- i °i -L1- r--------�---i I MOUNTED ON INSIDE j 7L,L— TL—II ��� \tT PERIMETER BEAMIu I I RAILING I II I I I I I I II II II u u u PLAN REVIEW COMMENTS 3/18/16 RE0 1(09691-0000 ITEM 5 THIRD FIXTURE WILDLIFE LIGHTING TOTAL NUMBER OF FLOOR FLOOR TYPE OF MOUNT MOUN INC HEIGHT NUMBER INDICATES HGT. AFF. (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (eg. 420 LOCATION ELECTfRICAL y q 110v 1 SIDE SWITCHED O or stock number) !I II WEATHER PROOF OUTLET ADDITIONAL NOTES: 1) THESE PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION (o25-33.001 FLORIDA ADMINISTRATIVE CODE. 2) THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED —IN ACCORDANCE WITH SECTION 6, ANSI/ASCE -1-10-- "MININMUM 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. SYMBOL FIXTURE WILDLIFE LIGHTING TOTAL NUMBER OF BULB LUMENS AND FLOOR TYPE OF MOUNT MOUN INC HEIGHT NUMBER INDICATES HGT. AFF. (e.g., model name CERTIFICATE NUMBER EACH FIXTURE TYPE (eg. 420 LOCATION (eg., wall, pole, bollard) y q 110v 1 SIDE SWITCHED O or stock number) !I II WEATHER PROOF OUTLET lumens output) INTERCOM STATION w' Q hJ SFJ LIGHTING WEST SIDE ELEV. 4 1 TRF-AI9-OUO-02 AMBER L.E.D. FIRST FLOOR WALL MOUNT _1'-8" V� SPJ49-02 N/A TWO WAY SWITCH 4io LUMENS 220v OUTLET �3 THREE WAY SWITCH BEACHSIDE LIGHTING 2008-08 6 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR CEILING MOUNT q coo 11'-1 1/8" 4 L -016 -F -LED -A To - 150 LUMENS o LO D o Q BEACHSIDE LIGHTING 2008-001 16 I MR 16 GU 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT 2'-011 L -012F STEPLIGHT MOTION SENSOR SWITCH 150 LUMENS U MS o Q BEACHSIDE LIGHTING 2008-001 2 1 MR 16 GU 5.3 AMBER L.E.D. FIRST FLOOR WALL MOUNT 4'41 L -012F STEPLIGHT CEILING MT'D LIGHT 150 LUMENS _ Q BEACHSIDE LIGHTING 2012-009 8 1 MR 16 GU 53 AMBER L.E.D. FIRST FLOOR STEP MOUNT 111/8',2'-9 /8',4'-11/8',6'-53/4", RECESSED LIGHT E9 -RL STEPLIGHT 150 LUMENS 8'-21/2", 8'-1",16-81/8",12'-51/2" LIGHTING 2008-08 6 1 MR 16 GU 53 AMBER L.E.D. Q(0 SECOND FLOOR CEILING MOUNT +..10'-3 5/8" TRACK LIGHT L -016 -F -LED -A WALL SCONCE 150 LUMENS v TELEPHONE OUTLET PANEL o Q BEACHSIDE LIGHTING 2008-001 1 MR 16 GU 53 AMBER L.E.D. SECOND FLOOR WALL MOUNT 1211 ® L -012F STEPLIGHT 150 LUMENS rs -r-> /T SMOKE/ CARBON MONOXIDE o Q BEACHSIDE LIGHTING 2008-001 2 1 MR 16 GU 53 AMBER L.E.D. STAIR BALCONY WALL MOUNT 12" L -012F STEPLIGHT 10" x 4' FLUOR FIXTURE 150 LUMENS ALARM KEYPAD CM4 o Q BEACHSIDE LIGHTING 2008-001 6 1 MR 16 GU 53 AMBER L.E.D. THIRD FLOOR WALL MOUNT 1211 L -012F STEPLIGHT 150 LUMENS I 1 10 Q LUMASCAPE 2012-001 6 3 W LED RED - ORANGE FIRST FLOOR RECESSED WALL I'-6" I'-6" ROM BTM � IL LS 333 ANS -2 LED 3.5 LUMENS FROM BTM OF POOL OF PP OL AND SPA PLAN NOTE: SPECIFICATIONS, PRICE SUMMARIES, AND CHANGE ORDERS TO SUPERSEDE THIS ELECTRICAL PLAN THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT. FIXTURES, SWITCH LOCATIONS, AND RECEPTACLE LOCATIONS SHOWN ON THIS PLAN MAY BE INACCURATE DUE TO FRAMING OR MECHANICAL CONFLICTS, SITE CONDITIONS, AND/OR BUILDING CODE REQUIREMENTS THE PURCHASER WILL DO AN ELECTRICAL WALK THROUGH WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATIONS OF RECEPTACLES BY THE ELECTRICIANS, IN ACCORDANCE WITH LOCAL BUILDING CODES. AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV JACKS WILL BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS -r= E EACH HOME LIQ -EW WIDEL INES= 1) LIGHTS SHOULD NOT BE PLACED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY OR IN ANY LOCATION VISIBLE FROM THE NESTING BEACH. 2) LIGHTS POSITIONED SEAWARD OF THE LANDWARD TOE OF THE DUNE ARE PROHIBITED. 3) THE LIGHT SOURCE OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE MUST NOT BE VISIBLE FROM ANY POINT ON THE NESTING BEACH. ILLUMINATION OF ANY AREA OF THE NESTING BEACH, EITHER THROUGH DIRECT ILLUMINATION, REFLECTIVE ILLUMINATION, OR CUMULATIVE ILLUMINATION IS PROHIBITED. 4) COMPLETELY SHEILDED DOWNLIGHTS WITHOUT INTERIOR REFLECTIVE SURFACES ARE: PREFERRED, ALL PROPOSED FIXTURES SHALL BE APPROPRIATELY SHEILDED, LOUVERED, AND/OR RECESSED. 5) FIXTURES SHALL BE LOW MOUNTED THROUGH THE USE OF LOW BOLLARDS, GROUND LEVEL FIXTURES, OR LOW WALL MOUNTS. 6) LIGHTS PROPOSED FOR THE SEAWARD SIDE OF THE SUBJECT PROPERTY MUST INCORPORATE EITHER SHIELDED LOW PRESSURE SODIUM LAMPS OR LOW WATTAGE (i.e., 5OW OR t_ESS) "BUG" TYPE BULBS. 1) LIGHTS FOR PURELY DECORATIVE OR ACCENT PURPOSES SHALL NOT BE USED ON THE SEAWARD SIDE OF THE SUBJECT PROPERTY AND, IF PROPOSED FOR THE LANDWARD SIDE SHALL BE LIMITED IN NUMBER AND INTENSITY. THE USE OF UPLIGHTS IS STRONGLY DISCOURAGED AND IN MOST CASES CANNOT BE APPROVED. 8) HIGH INTENSITY LIGHTING, SUCH AS THAT PROPOSED FOR ROADWAYS, SHALL UTILIZE SHIELDED LOW PRESSURE SODIUM LAMPS. THE NUMBER OF FIXTURES SHALL BE KEPT TO A MINIMUM AND SHALL BE POSITIONED AND MOUNTED IN A MANNER SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE FIXUTRE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. '3) ONLY LOW INTENSITY LIGHTING SHALL BE UTILIZED IN PARKING AREAS THAT ARE VISIBLE FROM ANY POINT ON THE NESTING BEACH. THIS LIGHTING SHALL BE SET ON A BASE WHICH RAISES THE SOURCE OF LIGHT NO HIGHER THAN 48" OFF THE GROUND AND SHALL BE POSITIONED AND SHIELDED SUCH THAT THE POINT SOURCE OF LIGHT OR ANY REFLECTIVE SURFACE OF THE LIGHT FIXTURE IS NOT VISIBLE FROM ANY POINT ON THE NESTING BEACH. THE LIGHT EMANATING FROM SUCH FIXTURES MAY NOT DIRECTLY OR INDIRECTLY ILLUMINATE THE NESTING BEACH. 10) PARKING LOTS AND ROADWAYS, INCLUDING ANY PAVED OR UNPAVED AREA UPON WHICH MOTORIZED VEHICLES WILL OPERATE, SHOULD BE DESIGNED OR POSITIONED SUCH THAT VEHICULAR HEADLIGHTS DO NOT CAST LIGHT TOWARD OR ONTO THE NESTING BEACH. HEDGES, NATIVE DUNE VEGETATION, AND/OR OTHER GROUND -LEVEL BARRIERS SHOULD BE UTILIZED TO MEET THIS OBJECTIVE. 11) DURING CONSTRUCTION, TEMPORARY SECURITY LIGHTING DURING THE MAIN PORTION OF THE MARINE TURTLE NESTING SEASON (MAY 1 -OCTOBER 31) IS STRONGLY DISCOURAGED. IF ABSOLUTELY NECESSARY, THESE LIGHTS SHALL BE LIMITED TO THE FEWEST NUMBER NECESSARY. SECURITY LIGHTS SHALL BE COMPLETELY SHIELDED AND LOW -MOUNTED. LOW PRESSURE SODIUM VAPOR LAMPS OR LOW WATTAGE YELLOW "BUG" TYPE BULBS SHALL BE UTILIZED. UNDER NO CIRCUMSTANCES SHALL THESE LIGHTS DIRECTLY OR INDIRECTLY ILLUMINATE ANY AREA OF THE NESTING BEACH. 12) D.E.P. PERMIT SHALL OVERRIDE ANY REQUIREMENT AS CONTAINED IN THESE GUIDELINES. OFFICE COPY GTRIGAL LEGEND F_ W z W Z L) OF_ O _ 04 ♦� Z N v O W m I.LF. O0 CnaO W Z O� V 110V DUPLEX RCPT_ O THERMOSTAT LO 0 0 0 PUSH BUTTON ® NUMBER INDICATES HGT. AFF. o° a r. x o 0300 CHIMES y q 110v 1 SIDE SWITCHED O SPEAKER !I II WEATHER PROOF OUTLET [[ INTERCOM STATION w' Q INTERCOM PANEL ® 110 FLOOR OUTLET (9 VOLUME CONTROL 110v OUTLET ON GROUND O �i FAULT CIRCUIT o o TWO WAY SWITCH °°O a 220v OUTLET �3 THREE WAY SWITCH ° ° 1 1. ® GARAGE DOOR OPENER W Oft. q coo H 8., 4 FOUR WAY SWITCH To DEDICATED OUTLET o LO D SWITCH w/ DIMMER Q JUNCTION BOX 0 INLINE EXHAUST FANJ SWITCH IN DOOR JAMB INLINE EXHAUST FAN -LIGHT MOTION SENSOR SWITCH U MS INLINE EXHAUST FAN -L IGHT- HUMID 15TAT 0 LO W (MOISTURE PROOF) ® CEILING FAN PRE -WIRE MP CEILING MT'D LIGHT FLOOD LIGHT (}I WALL MT'D LIGHT �I CEILING FAN RECESSED LIGHT RECESSED EYEBALL CEILING FAN/LIGHT RECESSED MOISTURE " PROOF LIGHT TRACK LIGHT D WALL SCONCE v TELEPHONE OUTLET PANEL vr, TELEPHONE MODEM LINE ® TELEPHONE FLOOR OUTLET ® CABLE TV OUTLET 2' x 4' FLUOR FIXTURE rs -r-> /T SMOKE/ CARBON MONOXIDE DETECTOR 10" x 4' FLUOR FIXTURE 01J-'- ALARM KEYPAD CM4 SECURITY CAMERA TUBE LIGHT + CHAND/PENDANT LIGHT______ UNDERCOUNTER LIGHT F_ W z W Z L) OF_ O _ 04 ♦� Z N v O W m I.LF. O0 CnaO W Z O� V DwgwN BY: KBO/B\/ GHEGKED BY: DATE' 10/24/11 ScnLl=: 1/411=1'-0'1 .JOB NUMBER` 5883 REV I SED: DW6 NO: ,410OF o LO 0 0 LU q pas o° a r. x o Sig y q A gq gq idol ° r, 8 0:9 isy0 q o F u oao �S G V ILLJ� � 0 O o o o Aa °°O a $goo ° goo .3 ° ° 1 1. yy o o o Egg o W Oft. qqa ``gg �1 a O H 8., DwgwN BY: KBO/B\/ GHEGKED BY: DATE' 10/24/11 ScnLl=: 1/411=1'-0'1 .JOB NUMBER` 5883 REV I SED: DW6 NO: ,410OF o LO 0 0 LU U U F ---i V CO Cd LU z� �D O ,x O LLJ V ILLJ� � 0 O 71 Q� Q Q Lu W < O _j t_ < o LO CIO Cd 0 U 0 LO W Cd DwgwN BY: KBO/B\/ GHEGKED BY: DATE' 10/24/11 ScnLl=: 1/411=1'-0'1 .JOB NUMBER` 5883 REV I SED: DW6 NO: ,410OF LU V � LU [n LLJ V ILLJ� � 0 O Q� Q Q Lu > < O _j t_ < DwgwN BY: KBO/B\/ GHEGKED BY: DATE' 10/24/11 ScnLl=: 1/411=1'-0'1 .JOB NUMBER` 5883 REV I SED: DW6 NO: ,410OF DESIGN CODE: -- - - - - - - - - - - - - - 2017 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN LOADS: _ _---___--_-_- ACTUAL AND UNIFORM ROOF LOADING: (cd=1.25) TOP CHORD LIVE LOAD -------- --- - 20 psf TOP CHORD DEAD LOAD _--------------------_ 15 psf (FLAT ROOF) BOTTOM CHORD LIVE LOAD ___________________- 0 psf BOTTOM CHORD DEAD LOAD --_ ____ _-_-- 5 psf FLOOR LOADING: (cd=1.00) TOP CHORD LIVE LOAD (INTERIOR) _______ 40 psf TOP CHORD LIVE LOAD (BALCONIES) __________ 60 psf TOP CHORD LIVE LOAD (CORRIDOR) _--___-_ 100 psf TOP CHORD DEAD LOAD -_-_---__-_ 20 psf BOTTOM CHORD LIVE LOAD-------------------- 0 psf BOTTOM CHORD DEAD LOAD - - - - - - - - - - - - - - - - - - - 5 psf DEFLECTION CRITERIA: ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX WIND LOADING: (ASCE 7/10) BASIC WIND SPEED _-----------------------_ 130 MPH IMPORTANCE FACTOR ----------------------- 1.00 MEAN ROOF HEIGHT -___________ 35 FT ROOF PITCH - - - - - - - - - - - - - - - - __ _- 5/12 BUILDING CATEGORY -__--___---_ _----_--- II EXPOSURE CATEGORY __--___-__ D ENCLOSURE CLASSIFICATION -------------------_ ENCLOSED INTERNAL PRESSURE COEFFICIENT _---_-_ _____ f .18 COMPONENTS & CLADDING ALLOWABLE PRESSURES TRIBUTARY AREA (sf) INTERIOR ZONE (PSF) EDGE STRIP (PSF): 'a' = 7'-0" 10 +31.0 -33.7 +31.0 -41.5 50 +27.7 -30.4 +27.7 -35.0 100 +26.4 -29.0 +26.4 -32.2 • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE. • PLUS = PRESSURE AND MINUS = SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODE-), REGULATIONS AND SAFETY REQMT'S. DEVICES AND INSERTS FOR INSTALLATION OF FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWING', IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. SPACING/LOCATIONS MATCHING THE WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. JOINT REINFORCING DESCRIBED IN THE WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND SPECIFICATIONS), BUT DO NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED BY THE CONTRACTOR. CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE DRAWINGS COORDINATE THE STRUCTURAL DOCUMENT() WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY REGULATIONS FOR ITS EMPLOYEES. NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. CHANGES WITHOUT THE WRITTEN APPROVAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS DIRECTED. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND INSERTS FOR INSTALLATION OF MECHANICAL EQUIPMENT. FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLAB OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND RAIL SUPPORTS BASED ON ELEVATOR CUT SHEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS FRAMING AS REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND HOIST BEAM SUPPORTS, AS REQUIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL COST TO OWNER. MATERIAL SPECIFICATIONS: VIDED ON DRAWINGS ARE ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. QT WIRE ROPE: GALVANIZED "AIRCRAFT" DESIGNED 7x19, 270KS1 WIRE ROPE. PREPARED SUPPORT SUBGRADE (PER WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). GEOTECHNICAL ENGINEER ON SIT) NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. ELEVATIONS TO METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) SS PIPING VERTICALLY OR EPDXY: RED HEAD EPCON G5. THROUGH ISOLATED FOOTINGS. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SPACING/LOCATIONS MATCHING THE WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. JOINT REINFORCING DESCRIBED IN THE FOUNDATIONS: THE A SOILS REPORT WAS NOT PROVIDED TO LOU PONTIGO & ASSOCIATES (LPA). LPA HAS DESIGNED A PILE SUPPORTED FOUNDATION WITH 14" DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI. LPA HAS ASSUMED THE AUGER CAST PILES TO HAVE A CAPACITY OF 40 TONS IN COMPRESSION, 18 TONS IN TENSION AND 5 KIPS IN SHEAR. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.00' NAVD. ALL AUGER PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. AUGER PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION 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 AUGER PILE WORK. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT THE STRUCTURAL ENGINEER.. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS AND CHAIRS. IN ALL CONTINUOUS FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIR`._. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS THE GEOTECHNICAL ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE OBSERVATIONS AND TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVATIONS AND TESTS OF GRADING OPERATIONS SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET FORTH IN THE CURRENT BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). FOUNDATIONS: (CONTINUED) WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSURE. UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. BACKFILL AGAINST WALLS SHALLBE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL P 0VIDE ADEQUATE BRACING OR SHORING FOR ALL WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL THE WALLS HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PR VIDED ON DRAWINGS ARE FOR PURPOSES OF CONTRACT & SHALL BE ADJUSTED, AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SIT) OR TO ADJUST FOOTING ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. SEE TYPICAL FOOTING -TRENCH INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE BETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT EMBED PIPING WITHIN OR P SS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. WHERE THE GEOTECHNICAL ENGIEER FINDS AN UNSTABLE CONDITION IS BEING CREATED, EITHER BY CUTTING OR FILLING, THE WORK SHALL NOT PROCEED IN THAT AREA UN IL AN INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER. TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. CAST -IN-PLACE CONCRETE: TO BE MIXED AND PLACED IN A CORDANCE WITH ACI 301, ACI 506 & 506.2. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS f'c 4000 PSI UNLESS NOTED OTHERWISE. • COLUMNS & WALLS: f'c = 4,000 PSI • BEAMS & SLABs: f'c = 4, 00 PSI • AUGERCAST PILES: f'c 5,000 PSI • BREAK -AWAY SLAB -ON -G ADE: f'c = 3,000 PSI ALL CONCRETE MIX DESIGN SUBt ITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4" MAX. (ELEVATED) OR 1" MAX. (SLAB -ON -GRADE) COARSE AGG EGATE CONFORMING TO ASTM C 33. PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. START CURING AS SOON AS FREE WATER HAS DISAPPEARED ROM THE CONCRETE SURFACE AFTER PLACING AND FINISHING. ALL CURING PROCEDURES TO FOLLOW ACI 308. PROTECT CONCRETE FROM DAMArE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW TEMPERATURES IN COMPLIANCE WITH ACI 306, PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFOR MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. WHERE NEW CONCRETE IS TO BE� POURED ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE ADJOINING AREA AND COAT WITH SIKADUR 32 HI -MOD OR AN APPROVED BONDING AGENT. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMBING DRAWINGS FOR DRIPS, CHAMFERS, REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING & PLACING ALL EMBEDDED ITEMS SHOWN ON DRAWINGS X: ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES. ALL OPENINGS REQUIRED BY OTTER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. ALL OPENINGS IN CONCRETE SLABS SHALL BE LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10" SHALL BE COORDINATED WITH ARCHITECTURAL & MEP DRAWINGS AND ARE SUBJECT TO STRUCTURAL ENGINEER'S APPROVAL. ANY ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING DETAIL). DEFECTIVE AREA IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY -COMBING, SPALLS, AND CRACKS WITH WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THI STRUCTURAL ENGINEER. UUNUNL I L SLAMS UN UNAUt IJLAK-AWAY : SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED OF SUBTERRANEAN TER V CHEMICAL SOIL TREATMENT FOR PREVENTION MITES. EARTH OR FILL WITH APPROVED C.J. DENOTES CONCRETE SLAB ONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF 1/ TIMES THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLA ING THE CONCRETE. MAXIMUM SPACING OF CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 5-0" (MAX.) IN EACH DIRECTION (FEMA REQUIREMENT). . REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), EL VATIONS, AND ENCASED OR EMBEDDED ITEM'. PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL PENETRATIONS ARE ALLOWED CONCRETE REINFORCING REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) REINFORCING STEEL SHALLCON MASONRY ORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). UNLESS NOTED OTHERWISE, CON RETE COVER FOR REINFORCING STEEL SHALT BE AS FOLLOWS: 1. CONCRETE CAST AGAINST EARTH ------------ 3" 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER - - - - 2" 3. WALLS -------------- - - - - - - - - - - - - - - - - - - - 3/4" 4. COLUMNS/BEAMS (TO MAIN REINF.)- - - - - - - - - - - 1 1/2" SUBMIT SHOP DRAWINGS WHICH 4,DEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60, AND BE USED ONLY WITH PRIOR PERMISSION FROM THE STRUCTURAL ENGINEER. ALL TENSION SPLICES, INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED ONLY AT LOCATIONS SHOWN OR NOTED IN THE STRUCTURAL DOCUMENTS, EXCE T REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08) WELDED WIRE REINFORCEMENTS ALL CONFORM TO ASTM A-185 AND BE LAPPED TWO FULL PANELS, TIED ON EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOUS AT CORNERS AND INTERSECTIONS. FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED @ SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). PROVIDE CORNER BARS AT ALL ONTINUOUS REINFORCING BARS AT ALL MEMBERS (FOUNDATIONS, WALLS, SLABS, BEAMS AND OTHER MEMBERS). PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THE VERTICAL 'WALL OR COLUMN REINFORCING, UNLESS NOTED OTHERWISE. ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREE HOOK. ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AND/OR CONSTRUCTION JOINTS AND AROUND CORNERS. CONCRETE MASONRY: MASONRY UNITS SHA L BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M ALL MASONRY DESIGN AND CONSTRUCTION 1500 PSI SHALL CONFORM TO ACI 530-05/ASCE 5-05/TMS 402-05 AND ACI 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE SHALL BE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". CONCRETE MASONRY UNITS SHA L BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVE STRENGTH = 1900 PSI). COMPLETE TEST REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BE SUBMITTED TO THE BUILDING INSPECTOR. GROUT SHALL BE IN ACCORDANE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 3000 psi PER ASTM C1019. GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MO TAR MAY 13E USED IN BRICK VENEER. JOINT REINFORCING - TRUSS TYKE, 9 GAUGE SPACED VERTICALLY AT 16" UNLESS NOTED OTHERWISE AND CONFORM TO ASTM A-82. CONCRETE MASONRY: (CONTINUED) VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOWELED INTO THE FOUNE -TION AND EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF. PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR VERTICAL BAR. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED CELLS AT EACH SIDE OF OPENING, EQUAL TO THE REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1) TYPICAL REINFORCEMENT BAR AT EACH SIDE UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8" AT TOP AND BOTTOM OF OPENINGS, (EXTEND 24" EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. UNLESS NOTED OTHERWISE, WHERE MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/OR WHERE ADDITIONAL WYTHES OF CONCRETE MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE SHALL BE TIED TO THE NEXT WYTHE WITH TYPICAL JOINT REINFORCING (NEW CONSTRUCTION FOR BOTH WYTHES) OR POST -INSTALLED TIES APPROVED BY ARCHITECT/ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GENERAL NOTES. THE TIME OF POURING. ALL RE -SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR MUD SILLS AND CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND 8" STANDARD BLOCK ABOVE WITH BREAK AWAY TOP PART OF WEB. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE FULLY MORTARED IN ALL COURSES OF PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE TO BE GROUTED, & WHERE OTHERWISE NOTED. ICF CONSTRUCTION SPECIFICATIONS & REINFORCING UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING IN ICF WALLS SHALL BE AS FOLLOWS: ICF WALLS 1" ICF LINTELS 2" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS. ALL LOAD BEARING EXTERIOR ICF WALL SYSTEM SHALL BE COMPOSED OF 9" ICF OR 11" ICF FORMS WITH 4" OR 6" CONCRETE CORE RESPECTIVELY. PROVIDE 1-#5 VERTICAL EACH SIDE OF OPENINGS, INTERSECTIONS, CORNERS AND @ 24" OC., U.N.O. AND #4 REBAR @ 48" O.C. HORIZONTAL. FILL FORMS SOLID WITH CONCRETE. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. STUCCO OVER ICF WALL NOTE NEGATIVE PRESSURES MAY LOOSEN THE BOND OF THE STUCCO TO THE ICF SUBSTRATE, THEREBY ALLOWING THE STUCCO SURFACE TO FALL OFF OF THE WALL IN A SHEET FASHION. THEREFORE, 7/8" THICK, WIRE LATH BACKED TRADITIONAL PORTLAND CEMENT STUCCO TO ICF WALLS SHALL BE FASTENED USING WIND-LOK F-HR158 FASTENERS, SPACED AT 8" O.C. VERTICALLY AND HORIZONTALLY. SHOP DRAWINGS DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENGINEER. SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE PROJECT STATE. STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED IN THE PROJECT DOCUMENTS. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR REVIEW. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A REGISTERED ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBMITTING FOR REVIEW BY THE ARCHITECT/ENGINEER. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING, BUT NOT LIMITED TO, PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, AND STAIRS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING SHALL BE CONSTRUCTED AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. THE OWNER WILL NOT PAY FOR ADDITIONAL CHARGES DUE TO RE -DETAILING FEES ASSOCIATED WITH A THREE-DIMENSIONAL DETAILING PROGRAM. THE DETAILER SHALL ESTIMATE AND INCLUDE ANY COSTS IN THE BASE BID ASSOCIATED WITH RE -DETAILING FEES AS A RESULT OF CHANGES AND/OR REVISIONS MADE TO THE SHOP DRAWINGS DURING THE SHOP DRAWING REVIEW. ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS AND THE DELEGATED ENGINEER INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUIREMENTS. Q EMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY -AD" SUBJECT TO CHANGE AFTER REVIEW OF THE PRE-ENGINEERED _SHOP' `DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. FORMWORK & SHORING: THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI 301 & 347 "RECOMMENDED PRACTICE FOR CONCRETE FORMING". FORMWORK FOR POST -TENSIONED SLABS SHALL ALLOW HORIZONTAL MOVEMENT OF CONCRETE DURING STRESSING OF TENDONS. SHORING AND RE -SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE -SHORING PROCESS MUST INCLUDE THE POURING AND THE STRIPPING CYCLE BASED ON THE CONSTRUCTION SCHEDULE. THE ASSUMED CONCRETE STRENGTH AT THE TIME OF STRIPPING ANY NEW SLAB AND MUST BE SUBSTANTIATED BY PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN WITH AGE. THE CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING A NEW SLAB ARE NOT OVER -STRESSED BASED ON THE ASSUMED STRENGTH AND THE AGE AT THE TIME OF POURING. ALL RE -SHORING CALCULATIONS SHALL INCLUDE CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING SUCH AS CONCRETE PLACING BOOM SUPPORT ETC. FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE ISSUED TO THE ENGINEER OF RECORD FOR THE PROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO INSURE COMPLIANCE WITH THESE DRAWINGS. NO FLAT SLAB SHALL BE STRIPPED AND RESHORED UNTIL CONCRETE HAS ACHIEVED A MINIMUM OF 85% OF DESIGN STRENGTH AND 72 HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. STRUCTURAL DRAWING INDEX . `v: e �► L pp,, �g ,g s N 3. 537 f ST 00 ;f `14044 �, fat kip®alk x.la?16�3 0 N Li 0 Q z Q w cn 0 m ENTIRE SET SUBMITTED 0 S0.0 DESIGN CRITERIA & GENERAL NOTES S0,1 GENERAL NOTES S1.0A PILE LAYOUT PLAN S1.0B SLAB DIMENSION PLAN S1,0 FOUNDATION PLAN S1.1 FOUNDATION DETAILS S1,2 POOL SECTIONS AND MISC. DETAILS S2.0 FIRST LEVEL WALL FRAMING PLAN S2,1 SECOND FLOOR FRAMING PLAN S3.0 SECOND LEVEL WALL FRAMING PLAN S3.1 THIRD FLOOR FRAMING PLAN S4.0 THIRD LEVEL WALL FRAMING PLAN S4,1 ROOF FRAMING PLAN S5.0 ICF AND MISC. DETAILS S5,1 ICF AND MISC. DETAILS I I WOOD FRAMING DETAILS L�S6,0 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY:__1rDATE:l �6 1nl Lou PontiBo and Associates. Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM � , C7 "= . `v: e �► L pp,, �g ,g s N 3. 537 f ST ;f `14044 �, fat kip®alk x.la?16�3 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES MOP TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z LjLL �QU Q UEnLIJ }Q j m f= OZ INIIIII pNiJ 2 Q H DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION'S UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET so.o SHEET 1 OF 16 FEMA RELATED DESIGN CRITERIA FEMA RELATED DESIGN CRITERIA FEMA (BFE) - FEMA FLOOD ZONE "X" DEP MONUMENT NUMBER - R044 100 YR. STORM ELEVATION - +16.3' NAVD (DEP SITE SPECIFIC DETERMINATION) 100 YR. STORM DESIGN GRADE ELEVATION - +4.4' NAVD (DEP SITE SPECIFIC DETERMINATION) BOTTOM OF PILING - -14.0' NAVD BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +20.28' NAVD. STRUCTURAL METAL CONNECTORS ARE IN CONFORMANCE WITH TABLE 1, FEMA - TECHNICAL BULLETIN 8 96. ALL CONCRETE REBAR COVERAGE HAS BEEN SPECIFIED AS REQUIRED BY ACI. VE CONSTRUCTION CERTIFICATION STATEMENTS AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS AND TRAPPED DEBRIS. FND. AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. PRE-ENGINEERED STEEL STAIRS, HANDRAILS & GUARDRAILS COMPLY WITH NAAMM, NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, "METAL STAIR MANUAL" HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE REQUIREMENTS OF 1607.7 OF THE REFERENCED BUILDING CODE. HANDRAILS & SUPPORTING STRUCTURE SHALL BE CAPABLE OF WITHSTANDING A 200 LB POINT LOAD OR 50 LB/FT LINE LOAD APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL AND TO THE REQUIREMENTS OF THE REFERENCED BUILDING CODE. ALL COMPONENTS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR FOR A MINIMUM 100 PSF LIVE LOAD, 2000 LB. CONCENTRATED LOAD AND L/360 MAX. DEFLECTION. MINIMUM SIZES SHALL BE AS FOLLOWS: 1. METAL PANS: 14 GA. (UNLESS NOTED OTHERWISE) 2. STRINGERS: C12x20.7 (UNLESS NOTED OTHERWISE) STEEL STAIRS SHALL BE SLAB SUPPORTED USING 4" DIAMETER STANDARD PIPE POSTS AS NEEDED. PROVIDE DETAILS SO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH ADJACENT WORK. METAL PAN STAIR TREADS AND LANDINGS SHALL HAVE NOT LESS THAN 2" NOR MORE THAN 3" OF CONCRETE FILL FOR WALKING SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & MEET ALL APPLICABLE LOCAL BUILDING CODES. SEE ARCHITECTURAL DRAWINGS FOR EXACT LAYOUT AND CONFIGURATION. COMPLETE SHOP DRAWINGS (INCLUDING MEMBERS, COMPONENTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE CALCULATIONS & SHOP DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM) FOR CONSTRUCTION OF STAIRS, HANDRAILS, AND GUARDRAILS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. EARTHWORK TESTING: IT IS REQUIRED THAT THE SITE PREPARATION & FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM SAMPLING AND TESTING FREQUENCIES. AT LEAST ONE MOISTURE -DENSITY (PROCTOR) TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN #200 SIEVE TEST SHOULD BE PERFORMED PER EACH SOIL TYPE SUCH AS SUBGRADE AND SELECT FILL. IN STRUCTURE AREAS, AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED ON THE SUBGRADE SOILS, AND AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR EACH COMPACTED 8 -INCH THICK LAYER OF FILL. TESTING BACKFILL TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PER 8 -INCH COMPACTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED IN THE BUILDING AREA ON THE SUBGRADE SOILS, AND A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED PER 8 -INCH COMPACTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF BACKFILLED TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PER 8 -INCH COMPACTED FILL THICKNESS. IT IS IMPERATIVE THAT A QUALIFIED FIELD TECHNICIAN BE ON-SITE DURING ALL SOIL PROCESSING ,AND PLACEMENT. CONCRETE TESTING: OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS AND SUBMIT TEST REPORTS ON CAST -IN-PLACE CONCRETE: • ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) -ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS SHALL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST CYLINDERS AT THE FOLLOWING AGES: CYLINDER AT 3 DAYS, I CYLINDER AT 7 DAYS, 2 CYLINDERS AT 28 DAYS -OR- HOLD ONE RESERVE CYLINDER TO BE TESTED AS REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE DISCARDED. ALL CONCRETE TESTS INCLUDING AIR CONTENT, SLUMP, AND TEST CYLINDERS SHALL BE TAKEN AT THE POINT OF DISCHARGE AND FROM THI DISCHARGE END OF PUMP HOSE WHEN CONCRETE IS PUMPED. POST -INSTALLED ANCHORS IN CONCRETE EXPANSION ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILTI KWIK BOLT 3 ANCHORS MANUFACTURED BY HILTI FASTENING SYSTEMS, WEDGE -ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER -STUD ANCHORS MANUFACTURED BY POWERS FASTENERS, TRUBOLT WEDGE ANCHORS MANUFACTURED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. ADHESIVE ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL CONSIST OF AN ALL -THREAD GRADE 36 STEEL ANCHOR WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION WITH VOIDS) SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. POST -INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST -IN-PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WII L ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, POWER -FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTENERS, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED OTHERWISE. PLYWOOD WALL SHEATHING: 15/32" APA RATED OSB SHEATHING, 32/16. PANELS SHALL BE ORIENTED PER 1 /S703. THE FIRST 4'-0" OF SHEATHING AT THE FOUNDATION SHALL BE ZIP PANEL TYP. THROUGHOUT. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING REQUIREMENTS AT SHEARWALLS. PLYWOOD FLOOR DECKING: 23/32" APA RATED TONGUE AND GROOVE OSB DECKING, 48/24 . LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. DECKING SHALL ALSO BE GLUED TO THE SUPPORTING FLOOR TRUSSES.. PLYWOOD ROOF SHEATHING: 19/32" APA RATED OSB SHEATHING, 32/16 (EXPOSURE 1). LONG SIDE OF PLYWOOD PANEL SHALL BE PERPENDICULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH THE CENTER OF THE TWO ADJACENT PANELS. (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 0.113x2Y2" RINGSHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS RECOMMENDED BY THE AMERICAN PLYWOOD ASSOCIATION BY USE OF PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD PANELS SHALL BE BLOCKED WITH 2x4 (MIN. U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANGES. GYPSUM WALL SHEATHING AND WALLBOARD SHEAR WALLS: ALL GYPSUM WALL SHEATHING AND INTERIOR BEARING WALL BOARDS SHALL BE 4x8 SHEETS AND MAY BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. MIN. THICKNESS OF GYPSUM SHEATHING TO BE 5/8". PROVIDE SOLID BLOCKING AT ALL PANEL EDGES. ALL INTERIOR LOAD BEARING WALLS SHALL BE NAILED AS FOLLOWS: a) USE 6d COOLER NAILS OR DRYWALL SCREWS (1 3/8", TYPE S OR W). b) CONNECT NAILS @ 4" O.C. EDGE & 7" O.C. FIELD. WOOD FRAMING NATIONAL FOREST PRODUCTS ASSOCIATION, AF & PA NDS -05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PROVISIONS FOR WIND & SEISMIC, SDPWS-05. ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND LIMBER SHALL BE MARKED WITH THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS IS TO ESTABLISH LUMBER GRADES. WOOD FRAMING (CONTINUED) STRAPS, HOLDOWNS, ETC. SHALL BE MANUF. BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED UNLESS NOTED OTHERWISE, USE SPRUCE -PINE -FIR (SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS FOLLOWS: 1. DOUBLE TOP PLATES AND SILL. PLATES SHALL BE (SPF#2). 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE (SYP#2) P.T. 3. SILL PLATE ANCHORS PER FOUNDATION PLAN. 4. MIN. OF (SPF) UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. 5. USE (SPF#2) OR BETTER FOR ALL WALLS IN THESE PLANS. 6. SPACE STUDS AT 24" O.C. IN NON -LOAD BEARING WALLS. 7. BEAMS AND HEADERS (SYP#2 . 8. LOAD BEARING STUDS, & EXTERIOR STUDS (SEE WALL SCHEDULE) 9. SUB -PURLINS, PLATES, BLOCKING (SPF #2) ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. SPRUCE PINE FIR #2 SPECIFICATI NS: Fb=775 PSI, Fc(PARALLEL)= 1000 PSI, Fc=(PERP)=335 PSI, Fv=135 PSI, Ft=350 PSI, E=1100 KSI SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) ANY WOOD IN CONTACT WITH CONCRETE, MASONRY, OR SOIL, SHALL BE PRESSURE TREATED. METAL CONNECTORS SHALL BE F STENED IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS TO DEVELOP THE MAXIMUM PUBLISHED CAPACITY. ALL WOOD -TO -WOOD CONNECTIO14S SHALL EMPLOY METAL ANCHORS. NO TOE OR END NAILING SHALL BE PERMITTED (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH MANUF. INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 GALV. STEEL. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED, FIRE -RETARDANT OR WOLMANIZED WOOD SHALL BE COATED WITH G185 ZINC COATING. ALL OTHER ANCHORS MAY BE COATED WITH G90 COATING. THE QUANTITY OF WALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND ATTACHED TO JAMBS, HALF ON EACH SIDE OF THE OPENING. SIMPSON H6 AT FULL HEIGHT STUDS AT THE JAMBS EA. SIDE OF ALL OPENINGS, AT ALL WALL CORNERS WHERE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS, COMPLY WITH NAILING SCHEDULE IN THE BUILDING CODE. ALL NAILS AT NON -AIR CONDITIONED/HEATED AREAS SHALL BE GALVANIZED. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30° TO THE PIECE AND BE STARTED AT 1/3 THE NAIL LENGTH FROM THE END OF THE PIECE. ALL BOLTS SHALL BE FURNISHED WITH STANDARD NUT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD, INCLUDING BOLTS AND NAILS AT SILL PLATES SHALL BE HOT -DIPPED GALV. OR STAINLESS STEEL IN ACCORDANCE WITH REQ. OF SECTION 2304.9.5 OF THE BUILDING CODE. ALL NAILS TO BE G90 GALVANIZED (G185 GALVANIZATION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE BLOCKING LOCATION WITH SHEATHING EDGES AS REQU RED. ALL NAILS SHALL BE COMMON WIRE NAILS. MULTIPLE STUD OR SOLID COLUMNS SHALL BE CONTINUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION. THIS WILL REQ. SOLID BLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION. UNLESS OTHERWISE FASTENED, CONNECT COLUMNS ABOVE AND BELOW EACH FRAMING LEVEL WITH SIMPSON CMST14 STRAP (WITH NAILS/LAP ABOVE AND BELOW FRAMING LEVEL PER STRAP SPECIFICATIONS) AND ANCHOR COLUMN TO FOUNDATION WITH SIMPSON HTT16 HOLD-DOWN w/ 5/8" DIAMETER x 6" EMBED. DEPTH EPDXY ANCHOR. MULTIPLE STUD PACK COLUMNS EHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. MINIMUM CONNECTIONS SHALL BE AS FOLLOWS (UON): BEAMS - (1) SIMPSON HTS16 EACH END TYPICAL. BEAM TO POST - CMST14 STRAP WRAPPED ACROSS TOP OF BEAM END AND DOWN POST WITH NAILS/LAP ON TOP OF BEAM AND DOWN POST AS SPECIFIED FOR STRAP. WALL SHEATHING NOTED ON STRUCTURAL DRAWINGS OR SCHEDULES SHALL HE ATTACHED DIRECTLY TO THE FACE OF FRAMING MEMBERS. SEE ARCHITECTURAL DRAWINGS FOR ALL NON-STRUCTURAL SHEATHING REQUIREMENTS. ADDITIONAL SHEATHING REQUIRED BY ARCHITECTURAL DRAWINGS SHALL BE ATTACHED TO THE OUTSIDE FACE OF STRUCTURAL SHEATHING. WALL FRAMING MAY BE PANELIZE (WITHOUT GYPSUM WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR REVIEW. TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. CONNECTORS TO BE SIMPSON OR APPROVED ALTERNA E, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUF. BY "SIMPSON STRONG -TIE" COMPANY OR APPROVED EQUAL. THE MAX. SIZE AND NUMBER OF FASTENERS SPECIFIED BY THE MANUI ACTURER SHALL BE USED UNLESS NOTED OTHERWISE. BLOCKING AND FIRESTOPPING TO 3E INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRIOR TO E CLOSING BOLTED MEMBERS. COUNTER BORE FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD 0R NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK THREADS TO PREVENT LOOSENING. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. UPLIFT ANCHORAGE SYSTEM SIZE THE WOOD FRAMED BUILDINGS IN THIS PLAN HAVE BEEN DESIGNED WITH QUICK TIE CABLES AS THE HOLD DOWN SYSTEM. QUICK -TIE CABLES HAVE BEEN INDICATED IN THESE DRAWINGS AT ENDS OF SHEARWALLS. THE SIZE AND LOCATION OF THE QUICK TIE CABLES FOR ROOF UPLIFT SHALL BE DESIGNED BY A DELEGATED ENGINEER RETAINED BY QUICK -TIE PRODUCTS FOR THE UPLIFTS FORCES INDICATED IN THE ROOF TRUSS SHOP DRAWINGS. SIGNED AND SEALED SHOP DRAWINGS INDICATING PROPOSED UPLIFT QUICK TIE CABLE LOCATIONS (AND SHEARWALL CABLES FURNISHED) SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. AS AN ALTERNATE TO THE QUICK TIE CABLES, THE CONTRACTOR MAY UTILIZE CONVENTIONAL STRAPS AS FOLLOWS: TOP PLATES TO STUDS @ ROOF (1) SIMPSON H6 AT FULL HEIGHT STUDS AT THE JAMBS EA. SIDE OF ALL OPENINGS, AT ALL WALL CORNERS AND AT 32" O.C. BETWEEN FOR INTERIOR WALLS AND FOR EXTERIOR AND CORRIDOR WALLS, PLUS NAILING OF SHEATHING TO PLATE. STUD TO STUD CONNECTIONS ACROSS EACH ELEVATED FLOOR LEVEL - (1) SIMPSON MSTA 36 AT FULL HEIGHT STUDS AT THE JAMBS EA. SIDE OF ALL OPENINGS, AT ALL WALL CORNERS AND AT 32" O.C. BETWEEN. FIRST FLOOR STUDS TO MUD SILL(1) SIMPSON H4 ANCHOR AT FULL HEIGHT STUDS AT THE JAMBS EA. SIDE OF ALL OPENINGS, AT ALL WETWEEN. WALL CORNERS AND AT 32" O.C. MUD SILL TO FOUNDATION - AS If DICATED IN THE DRAWINGS EXCEPT 24" O.C. MAX. AS AN ALTERNATE TO BOTH QUICK -TIE CABLES AND CONVENTIONAL STRAPPIN(,, THE CONTRACTOR MAY ALSO USE A FULL HEIGHT THREADED ROD SYSTEM. THE SIZE AND LOCATION OF FULL HEIGHT RODS FOR ROOF UPLII-T SHALL BE DESIGNED BY A DELEGATED ENGINEER RETAINED BY THE CONTRACTOR FOR THE UP IFTS FORCES INDICATED IN THE ROOF TRUS` ; SHOP DRAWINGS. SIGNED AND SEALED SHOP DRAWINGS INDICATING PROPOSED UPLIFT ROD LOCATIONS (AND PROPOSED SHEARWALL ENI) CONNECTORS TO REPLACE CABLES SPECIFIED) SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE FULL HEIGHT THREADED ROD SYSTEM MUST ACCOMMODATE BUILDING SHRINKAGE OF 1.5" TOTAL. rIAC-LlvvHVGCr\CCu vvuuu rLUUM 6C KUUr IKUJJtJ "GANG -NAIL" PRE-ENGINEERED WOOD TRUSSES ARE TO BE CONSTRUCTED WITH METAL PLATE CONNECTORS AND DESIGNED BY A DELEGATED ENGINEER. TRUSSES SHALL COMPLY WITH NEPA, TPI, AND AITC 100. THE TRUSS MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS AND SHOP DRAWINGS SIGNED AND SEALED BY A STRUCTURAL ENGINEER (CONTRACTED BY TRUSS MANUFACTURER) FOR REVIEW PRIOR TO FABRICATION. DESIGN, CONSTRUCTION, AND INSTALLATION SHALL MEET ALL APPLICABLE REQUIREMENTS OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION AND OF THE TRUSS PLATE INSTITUTE. PROVIDE ALL REQ. BLOCKING AND 3RACING REQUIRED BY THE MANUFACTURER FOR CONSTRUCTION AND ERECTION IN ADDITION TO BLOCKING SHOWN ON THE STRUCTURAL DETA LS. MEMBERS OF A COMPLETED TRUSS ARE NEVER TO BE NOTCHED OR CUT. THE DESIGN SHALL ACCOUNT FOR ALL UNIFORM LOADS AND EQUIPMENT LOADS. CONTACT THE STRUCTURAL ENGINEER FOR UNIFORM LOADING AND REQUIREMENTS IF REQ. CONTRACTOR SHALL VERIFY THAT DEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. PRE-ENGINEERED WOOD TRUSSES SHALL BE BRACED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE'S "HANDLING, INSTALLING AND BRAC114G METAL PLATE CONNECTED WOOD TRUSSES, HIB -91" AND " BUILDING COMPONENT SAFETY INFORMATION BOOKLET BCSI 1-03" AND RELATED SUMMARY SHEETS. TRUSSES TO BE SPACED @ 24" O. . (UNLESS OTHERWISE SHOWN). SEE PLANS FOR TRUSS LOCATION AND SPANS AS WELL AS SPECIAL TRUSS LOCATIONS REQUIRED FOR MECHANICAL UNITS AT ROOMS. ACTUAL TRUSS SPACING TO BE USD TO DETERMINE UNIFORM LOADS/FOOT. WOOD TRUSSES ALONG A VERTICAL PLANE OF THE BUILDING SHALL BE CONTINUOUS. TRUSSES MAY BE SPLICED FOR SHIPPING PURPOSES AND CONNECTED IN THE FIELD WITH METAL CONNECTOR PLATES. PLAN FOR EQUIPMENT WEIGHTS, LOCATIONS AND ACCESS PATHS IN ROOF TRUSSES. SHOP DRAWINGS SHALL BE SUBMIT ED TO THE ENGINEER FOR REVIEW. WOOD TRUSSES SHALL BE FULLY E GINEERED AND FABRICATED BY THE MANUFACTURER AND SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE CONSTRUCTION IS TO OCCUR. SHOP DRAWINGS SHALL BE SUBMITTED AND SHALL INCLUDE TRUSS SPACING (24" MAX), SIZE OF MEMBERS, CONNECTIONS, AND BRACING. DESIGN SHALL CONSIDER LL, DL, AND ALL SPECIAL LOADS FROM MECHANICAL AND PLUMBING* CALCULATIONS SHALL ALSO BE SUBMITTED AND SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE HERE CONSTRUCTION IS TO OCCUR. SPECIAL LOADS FROM MECH./PLUMBING OR OTHER EQUIPMENT HAVE NOT BEEN CONSIDERED AND SHALL BE COORDINATED BY THE TRUSS DESIGNER. TRUSSES SUPPORTING THESE SPECIAL LOADS SHALL BE DESIGNED FOR THESE LOADS IN ADDITION TO THE TYPICAL UNIFORM LOADS CONCENTRATED LOADS SHALL BE SUPPORTED AT PANEL POINTS ONLY. ANY LOADS SUSPENDED FROM TRUSSES MUST BE APPLIED TO EACH TRUSS UNIFORMLY, SPACING OF HA GERS NOT TO EXCEED 2'-0" O.C. IN ANY DIRECTION. ALL TRUSS SHOP DRAWINGS INCLU ING LATERAL BRACING DETAILS SHALL BE AVAILABLE AT THE JOBSITE DURING TIMES OF INSPECTION AND SHALL BEAR CLEAR INDICATION THAT THEY HAVE BEEN REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. PRE-ENGINEEREED WOOD FLOOR & ROOF TRUSSES CONTINUED GENERAL CONTRACTOR SHALL NOT CUT OR ALTER ANY TRUSS MEMBER. ALL TRUSS CONNECTORS TO BE C90 GALVANIZED STEEL. ALL NAILS/SCREWS USED AT CONNECTOR PLATES/ANCHORS SHALL BE G-90 GALVANIZED. FLOOR TRUSSES SHALL CONNECT TO BEARING WALLS WITH A MINIMUM OF (2)-16d TOENAILS. FLOOR TRUSSES SHALL CONNECT TO BEAMS AT FLUSH CONDITIONS WITH SIMPSON HANGERS AS SPECIFIED BY TRUSS DESIGNER. TRUSS MANUFACTURER SHALL COORDINATE WITH CONTRACTOR FOR LOCATIONS OF SQUARE PANELS FOR HVAC. FLOOR TRUSS WEB STIFFENERS ARE REQ. AT ALL INTERMEDIATE BEARING LOCATIONS AND WHEN TRUSSES ARE BEING SUPPORTED ON HANGERS FLOOR TRUSSES SHALL BE FABRICATED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE MECHANICAL DRAWINGS AND ROOF PLAN FOR EQUIPMENT WEIGHTS, LOCATIONS AND ACCESS PATHS IN ROOF TRUSSES. SEE MECHANICAL DRAWINGS AND ROOF PLAN FOR EQUIPMENT WEIGHTS, LOCATIONS AND ACCESS PATHS IN ROOF TRUSSES. ACTUAL TRUSS SPACING TO BE USED TO DETERMINE UNIFORM LOADS/FOOT. ROOF TRUSSES SHALL BE CONNECTED AT THE BEARING AT EACH END AS FOLLOWS: WHERE THE ROOF TRUSSES BEARS ON A DOUBLE 2x PLATE, THE TRUSS SHALL BE CONNECTED WITH (2)-12D TOENAILS AND A SIMPSON H2.5A. WHERE THE ROOF TRUSS CONNECTS TO ANOTHER TRUSS OR BEAM, IT SHALL BE CONNECTED WITH A METAL TRUSS ANCHOR CAPABLE OF RESISTING GRAVITY AND WIND LOADS. (ANCHOR TO BE SELECTED AND DESIGNED BY TRUSS ENGINEER). TRUSS DESIGNER SHALL INDICATE THAT ALL HIPS, VALLEYS, AND RIDGES NOT SUPPORTED BY A TRUSS MEMBER SHALL HAVE A DOUBLE 2x8 FRAMING MEMBER SPANNING BETWEEN TRUSSES WITH SIMPSON CLIP CONNECTION EA. END. AMOUNT AND TYPE OF TRUSS UPLIFT STRAPPING SHALL BE VERIFIED W/ TRUSS ENGINEER'S SHOP DRAWINGS AND CALCULATION AND ADJUSTED ACCORDINGLY, AS NEEDED. ROOF TRUSSES, TRUSS GIRDERS, JOISTS AND BEAMS TO WALLS. ALL CONNECTIONS SPECIFIED HEREIN ARE MINIMUM CONNECTIONS AND WILL BE REVIEWED AND UPDATED BASED ON UPLIFT FORCES SUBMITTED ON THE TRUSS AND JOIST SHOP DRAWINGS. SINGLE SPAN ROOF TRUSSES - (1) SIMPSON H2.5A AT EACH END. TWO SPAN ROOF TRUSSES - (1) SIMPSON H2.5A AT EACH END AND (2) SIMPSON H2.5A AT INTERMEDIATE SUPPORTS (ONE EACH SIDE). TRUSS GIRDERS - (1) SIMPSON HTS16 EACH END TYPICAL. DESIGN BY TRUSS DESIGNER FOR NON -TYPICAL CONDITIONS. PROPER ERECTION BRACING SHALL BE INSTALLED TO HOLD THE TRUSSES TRUE AND PLUMB AND IN SAFE CONDITION UNTIL PERMANENT TRUSS BRACING AND BRIDGING CAN BE SOLIDLY NAILED IN PLACE TO FORM A STRUCTURALLY SOUND FRAMING SYSTEM. ALL ERECTION AND PERMANENT BRACING SHALL BE INSTALLED AND ALL COMPONENTS PERMANENTLY FASTENED BEFORE THE APPLICATION OF ANY LOADS TO THE TRUSSES. ALL BRACING SHALL BE DESIGNED BY MANUFACTURER AND INDICATED ON SHOP DRAWINGS. CONTRACTOR SHALL COORDINATE WITH TRUSS FABRICATOR TO ENSURE THAT ALL BRACING IS PROVIDED INCLUDING BOTTOM CHORD BRACING BY WAY OF CEILING SHEATHING OR SPECIFIC BRACES AT PREDETERMINED LOCATIONS (AT DROPPED SUSPENDED CEILING). ALL PREFABRICATED WOOD TRUSSES ARE TO BE INSTALLED IN ACCORDANCE WITH BRACING WOOD TRUSSES COMMENTARY, "HANDLING AND ERECTING WOOD TRUSSES", AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. PROVIDE STRONG BACK BRACING AT TRUSSES PER REQUIREMENTS FROM TRUSS DESIGNER. COMPONENT -TO -COMPONENT CONNECTIONS SHALL BE SPECIFIED ON PRE-ENGINEERED TRUSS DESIGN SUBMITTAL. METAL CONNECTORS AND FASTENERS ALL EXPOSED MTL. STRAPS AND HANGERS SHALL BE GALV. G185 (1.85 OZ/FT^2) OR BETTER. SIMPSON PRODUCTS SHALL BE ZMAX GALV. HANGER AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. ALL EXPOSED WOOD FASTENERS SHALL BE HOT DIPPED GALVANIZED TO MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL. PRE-ENGINEERED MISCELLANEOUS STRUCTURES. - PRE -ENGINEERED ALUMINUM CANOPY STRUCTURE DESIGNED BY OTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWING INDICATING CONNECTION POINTS, REACTIONS, & FASTENER REQUIREMENTS. CONTRACTOR SHALL COORDINATE ANY LOADING REQUIREMENTS WITH THE PRE-ENGINEERED WOOD ROOF TRUSSES. (TYPICAL) LAMINATED VENEER LUMBER (MICROLLAM) LAMINATED VENEER LUMBER SHALL BE 1.9E MICROLLAM LVL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2600 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2510 PSI ALLOWABLE HORIZONTAL SHEAR 285 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 1,900,000 PSI SHEAR MODULUS OF ELASTICITY 118,750 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. MANUFACTURER SHALL PROVIDE A COMPLETE SET OF DESIGN. CALCULATIONS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ARCHITECT/ENGINEER FOR REVIEW. PARALLEL STRAND LUMBER (PARALLAM) PARALLEL STRAND LUMBER SHALL BE 2.0E PARALLAM PSL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN APPROVED EQUAL. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ALLOWABLE BENDING STRESS 2900 PSI ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2900 PSI ALLOWABLE HORIZONTAL SHEAR 290 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI MODULUS OF ELASTICITY 2,000,000 PSI SHEAR MODULUS OF ELASTICITY 125,000 PSI NOTCHES, HOLES OR CUTS SHOWN IN DETAIL 8/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. WOLMANIZED PARALLEL STRAND LUMBER SHALL BE TREATED WITH CA -C PRESERVATIVE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. MAXIMUM MOISTURE CONTENT AFTER TREATMENT AND DRYING SHALL BE 19%. STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL A572 or A992 (50 KSI) CHANNELS, ANGLES, PLATES A36 (36 KSI) RECTANGULAR STEEL TUBES A500 Gr. B. (46 KSI) PIPES A53 Gr. B HIGH STRENGTH BOLTS A325N ANCHOR BOLTS A307 or ASTM F1554 (36 KSI) WELDING ELECTRODES E70XX DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION. WELDING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS CODE D1.1 AND VISUALLY CONFORM TO AWS SECTION 6 AND TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (ACI/CWI) PER AWS QC1 OR AWS B5.1. VERIFICATION INSPECTIONS SHALL BE BY A CERTIFIED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS B5.1 WELDS SHALL BE MADE ONLY BY OPERATORS EXPERIENCED IN PERFORMING THE TYPE OF WORK INDICATED. WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S. WELDS NORMALLY EXPOSED TO VIEW IN THE FINISHED WORK SHALL BE UNIFORMLY MADE AND GROUND SMOOTH. WHERE WELDING IS DONE IN PROXIMITY TO GLASS OR FINISHED SURFACES, SUCH SURFACES SHALL BE PROTECTED FROM DAMAGE DUE TO WELD SPARKS, SPATTER OR TRAMP METAL. WELDER QUALIFICATIONS AND (WPS) SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD A CERTIFIED WELD INSPECTOR (CWI) SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING: CONFIRM WELDER QUALIFICATIONS PRIOR TO START OF WORK. REVIEW ALL (WPS) PRIOR TO START OF WORK.. CONFIRM MATERIALS IN FABRICATIONS CONFORM TO SPECIFICATIONS. OBSERVE JOINT PREPARATION, FIT -UP AND WELDER TECHNIQUE. IDENTIFY ALL MULTI -PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16" AND COMPLETE / PARTIAL JOINT PENETRATION GROOVE WELDED BUTT JOINTS THAT REQUIRED CONTINUOUS INSPECTION. VISUALLY INSPECT ALL WELDS PER AWS SECTION 6.5 AND TABLE 6.1 ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. OR AS REQUIRED BY DESIGN. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANT NON -EXPANSIVE, NON- METALLIC GROUT WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 5000PSI WHEN TESTED IN ACCORDANCE WITH ASTM C109. FORMS SHALL BE PLACED AROUND BASE PLATE AND THE STRUCTURAL GROUT SHALL BE POURED. NO DRY -DAMP PACKING. PRIME: ALL STEEL SURFACES, BOTH EXPOSED AND CONCEALED ARE TO RECEIVE ONE SHOP COAT OF PAINT AND FIELD SPOT PRIME ALL WELDS, SCARS CONN., ETC., WHERE PAINT IS DAMAGED. ALL GALVANIZED STEEL SHALL HAVE ALL WELDS, SCARS, ETC., RE -GALVANIZED IF DAMAGED. DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. STRUCTURAL ENGINEER SHALL BE COMPENSATED BY THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE CONTRACTOR. Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM 'F 0 t - 'tf� r A r 4� REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z LLj LL LLI >� QU mo=w U m >LLJ Lu� 0NQ w�� IF___ Q GENERAL NOTES L T SCALE DIMENSIONS FROMDRAWINGS. IF A DIMENSION ISNCLEAR REFER TO THE HITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET so.] SHEET 2 OF 16 STARLING CORNER SLAB EDGE I 0 0 0 I 0 9'-108" 9'-1058„ 9,-105/8„ 9'-1058" 98'-0" 8'-11Y2„ 8'-11Y2" 1 —3- „ 14'—,3y2" 14'— 3Y2" 6'-7Y4„ 4,— 3/4„ 6,-53/4„ 1, — 0Y4„ 4'-2" 102-41) 3'-10Y2„ 14'— 8Y2„ I I I I �P T X oc� � N I / I I I I I I �65-2 - 3i - 11'—OY2" 114'-11" 0 PILE LAYOUT PLAN SCALE: 1/4" = 1'-0" 11, — 0)/2„ I I I I I I 4/ I / I HJH I I 12'-0” I A. AAL I -T- _ I T/PILE EL. I T/PILE EL. I I I I � I +14.28 NAVD T/ LLE EL. I I I I 3.94 I _ T PILE EL. —a11' lslAvn I I I I I I I 1'-0" 4'-9„ /,— 1'-10y2„ 8'-0)/2„ 1'-3; 9y2" 7'-101/2„ N I 0 ►i TOP OF PILE ELEVATION LEGEND • = TOP OF PILE SEE PLAN ("� = TOP OF PILE 20.11' NAVD Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM r-+ FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ULLJ � Z Lij LL LLI >� QU � = w U m LLJ j m F. OZ cp J I Q H PILE LAYOUT PLAN L T SCALE DIMENSIONS f120MRAWINGS.IFADIMENSION ISNCLEAR REFER TO THE ITECTURAL DRAWINGS OR CONTACT THE E.O.R- PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID- N/A D.N/A LPA NO. TOVE-15-00183 SHEET SLOA SHEET 3 OF 16 NOTE: SEE SHEET S1.0A FOR PILE DIMENSIONS 0 I SLOPE SLOPE SLOPE 30'-3" 31'-2" 42'-0" 0 7" REINFORCED CONCRETE SLAB FORMED ON FILL w/ A CONTINUOUS MAT OF #4 12"o.c E.W. BOTTOM rL T/SLAB co +21.78 NAVD N 5'-0" 100'-6" 5' — 0" �r IIIII NO SLAB PAVERS -I .......... . FILL L. I I I I BY rF OTHERS IN 20'-5" �T/SLAB +21.78 NAVD q ' 1 10" 24'-721 3'-0" 5"- SLAB DIMENSION PLAN SCALE: 1/4" = 1'-0" 53'-6" 15'— 10Y,2" 12" STEP EM STEP I 7'— 10" 17'— 2)/2„ 7" REINFORCED CONCRETE SLAB FORMED ON FILL w/ A CONTINUOUS MAT OF #4 © 12"o.c E.W. BOTTOM T/SLAB +21.78 N AVD 20'-2" 2 T,/PAVERS 17'-6" +21.28 0 N D I CO Pod—LY_______ 10" 3, -7„r --4.--i 31-6„ 13'-0" 1'-0 22' 0 T 0 T/PAVERS +21.28 NAVD 8'-0" O o N --J O I 0 Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS -@ LP-A.COM • � ti s a Ty� v\1 d ({Jg yryyp 1 �+�n.n�r►utu LUIS a POIvn�O FL. PE # 53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z LLj LL �LIJ > QU � =w U m j mU i= z OQNiJ I Q OFFICE SLAB DIMENSION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP l7AI E 01.05.18 SCALE AS NOTED TRUSS ID. N /A LPA NO. TOVE-15-00183 SHEET s�.oB SHEET 4 OF 16 0 SIM 7 S1.1 9 S1.1 r�AI V H�';4x4x1�. " INALL CONIC COL MN, SEE 9/S .0 SIM CURB 5 S1.1 \ L JI \ 6 F-F__---�_� I I I 3 PAN I IN WALL CONIC COLUMN, j SEE 8/S5.0 SW 7" REINFORCED CONCRETE I #5 @ 12 o.c T P I I SLAB FORMED ON FILL w/ �T ALL BEAMS I I A CONTINUOUS MAT OF (TYPICAL) #4 @ 12"o.c E.W. BOTTOM 2 \ / S1.1 I SLOPE T/SLAB I `• +21.78 EMBEDD D GALV. NAVD ,> „ 7x7 xY2 w/4 -Y2 Ox8 j WELDED HEADED 3 EMBEDDED GALV. P 7"x7"x " STUDS EE 5/S1.0IM I ( 51.1 I � I I w/4-Y"Ox8" WELDED H EAD D2 STUDS SEE S/S1.0 SIM S1.1 I I - -'.-- ' CONC. BEAM w/4-#5 TOP - - - - - j \ -/ 4/S1.1 GB -2: \ --�-- - I SLOPE I ; IN WALL CONIC COLUMN, SEE 8/S5.a SDE If EXTEND O j -1 III I I - CLOSED REI F F c�a g 0 o UU )21 TYP „ CONC. BEAM w/4-#6 TOP & BOT. & #3 CLOSED TIES @ 6" o.c, SEE 4/S1.1 SIM 24"x 1" CONC. BEAM DETAIL SCALE: 3/4" = 1'-0" 5 r 1. 4 S1.1 NO SLAB PAVERS BY OTHERS �7B T/PIER ELA/ +20.61 NAVD I I I I I I 1 „ S1.1 8 FRANGIBLE CANTILEVERED CMU. RETAINING WALL 6'-0" HIGH 1/4 rIN n - rK14 1`0 HSS COLUMN ---/CL EMBEDDED GALV. fP 1 "x10"x5" w/ (2)3/4"0 EPDXY ANCHORS w/7" EMBEDMENT BASE PLATE PLAN VIEW 4 S1.1 --� T/SLAB I I I- I m 6 T/SLAB 4 S1.1 +20.78 51.1 INAVID SEE 1/S1.0 `-/ --------�`- 12" STEP I N m SPAN +21.78 I CD I \� ( I C� NAVD I -- \-/ GB -2 Z - GB -2 GB -2 #5 @ 12"o.c TOP I AT ALL BEAMS (TYPICAL) I - \� I I EMBEDD D A V. ,Sss „x7„xY2 w -Y2"OX DED kEADED 3 E /S1.0 SIM S1.1 -- 3 --G -3 -- J m I �►R�R�ly / 8 1 10 S1.1 3 S1.1 N - - STEP T/PIE EL. IT+20.61 AVD IN WALL PON C COLUMN, SEE 8/S5.0 I� I� 11"x15" CONCRETE COLUMN w/ 3-#5 Z? 3 VERTICAL EA FACE & #3 I 1 S1.1 CLOSED TIES @ 6" O.C. , \- T/SLAB EMBEDDED GALV. +21.78 �-P 7"x7"xY2" NAVD w/4-Y2"Ox8„ WELDED HEADED STUDS SEE S/S1.0 SIM IN WALL CONIC A+ COLUMN, SEE �-�3 8/S5.0 I 4 S1.1 T/PAVERS NAVD SLS SIM 9 I P I I I POCKETIN GRADE BEAM, REFER TO ARCH. DRAWINGS I ■ 0 �9.OIL I =: ■� • �■ • ■iifl :. EPA� . 5 S1.2 FOUNDATION PLAN SCALE: 114" = 1'-0" I I I 0 ----T_--_T___--T=_-_T__ I I I I I 12 S1.1 NOTE: SEE SHEET S1.OA FOR PILE DIMENSIONS INDICATES DIRECTION OF OUTER BARS WITHIN REINFORCING MAT. SEE 11/S1.1 GRADE BEAM SCHEDULE: ' CONC. BEAM w/4-#5 TOP & BOT. & #3 CLOSED TIES @ 12" o.c, SEE 4/S1.1 GB -2: 24"x24" CONC. BEAM w/5-#5 TOP & BOT., 2-#5 @ MID -DEPTH & #3 CLOSED TIES @ 6" o.c, SEE 6/S1.1 GB -3: 21 "x18" CONC. BEAM w/4-#6 TOP & BOT. & #3 CLOSED TIES @ 6" o.c, SEE 4/S1.1 SIM 24"x 1" CONC. BEAM w/3-#7 TOP & BOT., 2-#5 @ MID -DEPTH & #3 CLOSED TIES @ 6" o.c, SEE 5/S1.2. 8" FRANGIBLE CANTILEVERED CMU. RETAINING WALL 4'-0" HIGH 6 S1.2 T/PIER EL. +20.61 NAVD T/PIER EL. +20.61 NAVD --F_____1 BREAK -AWAY CMU PIERS w/4'-#4 VERT. (1 EA FACE) (10 LOCATIONS) FOUNDATION LEGEND O14" DIAMETER AUGERCAST PILE, SEE 1/S1.1 INDICATES GRADE BEAM, SEE SHEET S1.0 FOR REINFORCEMENT 1 INDICATES DETAIL NUMBER 1.o INDICATES BUILDING AND SHEET NUMBER T.O.S. TOP OF SLAB ELEVATION INDICATES DIRECTION OF OUTER BARS WITHIN REINFORCING MAT. SEE 11/S1.1 NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES AND STEPS NOT SHOWN. 3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION NOTES: 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. 4. TYP. GRADE BEAM IS GB -1 U.O.N., SEE DETAIL 4/S1.1 FOR REINFORCING. Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 5 ASSOCIATES MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ner- Vim: FOUNDATION PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET SHEET rj OF 16 (D�14"0 AUGER CAST PILE _w/ 7—#5 w/ #3 TIES @ 12" oc PILE SECTION GEOTECH ENGINEER TO VERIFY PILE DEPTH. SEE NOTE ON SHEET S1.0 TYPICAL PILE ELEVATION SCALE: 1/4" = 1'-0" SECTION _ E/TEND BARS TO WITHIN 1 3" OF TOP OF GRADE I I BEAM w/6" 90° HOOK (TYP) I I I i T/PILE VAR S 47- SEE PLAN 0 LO I OgL BOT PILE EL —14.00' .A.V.D. DOWELS SHALL BE 1—#5 @ 24" 2—#4 SUPPORT O.C. (25" LAP) #5 @ 12" OC TOP W/ STD 90° BEND 1/3 SPAN TOP REINFORCING V#4 @ 12" OC\_ 7" STRUCTURAL EA. WAY CONCRETE SLABif • BOTTOM. MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN FOR LOCATIONS GB -1 TYPICAL GRADE BEAM REINFORCING: 4—#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE BEAM AT EDGE CONDITION SCALE: 3/4" = 1'-0" #5 VERTICAL REBAR AT EACH CORNER ------ O I � OUTLINE OF GRADE `y • • • • BEAM BEYOND, • I • -----• — SEE SECTION 4/S1.1 GRADE BEAM TOP REINF. CONTINUOUS THROUGH PILE 1' 2" CAP, SEE SECTION 4/S1.1 14"0 AUGER CAST PILE PER DETAIL 1/S1.1 '_3" SEE PLAN FOR LOCATION 2'-6" CONCRETE COLUMN AT PORCH SCALE: 3/4" = 1'-0" INNER BARS SECTION SCALE: 3/4" = 1'-0" #5 @ 12" OC TOP 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING n. • • • • • 7" STRUCTURAL o \� �� #4 @ 12"o.c EA. CONCRETE SLAB I WAY. BOTTOM N i PILE CAP , SEE GRADE BEAM REINFORCING -- --- i� PLAN FOR LOCATIONS CONTINUOUS THROUGH JIII EL. +19.78' NAVD PILE CAP, SEE SECTION BOTTOM OF PILE CAP 3/S1.1 OUTLINE OF GRADE BEAM BEYOND, SEE SECTION 14"0 AUGER CAST PILE 3/S1.1 PER DETAIL 1/S1.1. SEE PLAN FOR LOCATION 3—#5 EACH WAY ABOVE PILE 2'-6" SINGLE PILE CAP AND STRUCTURAL SLAB r2 -),SECTION S1.1 SCALE: 3/4" = 1'-0" 1—#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION • 11 " ICF WALL SYSTEM w/ ° .. 6" CONCRETE CORE w/ 1—#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL d j SHEET S2.0 FOR ICF WALL LAYOUT j. ..• -,-LEL. +21.78' NAVD • TOP OF SLAB EL. +21.28' NAVD \\//\ GRADE • • \// GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP U 3" EL. +20.28' NAVD B/GRADE BEAM #3 CLOSED HOOP STIRRUPS @ 6"o.c 12"x12" CONCRETE COLUMN #5 DOWEL BAR AT EACH CORNER, EMBED INTO GRADE BEAM 12" WITH 90° HOOK 12„ SEE SHEET S2.0 CLR FOR ADDITIONAL NOTES OUTER BARS. WHERE DOWELS SHALL REQUIRED . EA. WAY. BOTTOM 7" STRUCTURAL BE 1—#5 D, AT JOINTS, SEE ELEVATION J '_ '.•.t.'. #5 @ 12" O.C. J U a - ° 2—#4 SUPPORT TROWELED MORTAR 4 SEE PLAN Q TOP W/ „ #5 @ 12 o.c TOP W/ STD 90° BEND 4 a o. d ------ O I � OUTLINE OF GRADE `y • • • • BEAM BEYOND, • I • -----• — SEE SECTION 4/S1.1 GRADE BEAM TOP REINF. CONTINUOUS THROUGH PILE 1' 2" CAP, SEE SECTION 4/S1.1 14"0 AUGER CAST PILE PER DETAIL 1/S1.1 '_3" SEE PLAN FOR LOCATION 2'-6" CONCRETE COLUMN AT PORCH SCALE: 3/4" = 1'-0" INNER BARS SECTION SCALE: 3/4" = 1'-0" #5 @ 12" OC TOP 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING n. • • • • • 7" STRUCTURAL o \� �� #4 @ 12"o.c EA. CONCRETE SLAB I WAY. BOTTOM N i PILE CAP , SEE GRADE BEAM REINFORCING -- --- i� PLAN FOR LOCATIONS CONTINUOUS THROUGH JIII EL. +19.78' NAVD PILE CAP, SEE SECTION BOTTOM OF PILE CAP 3/S1.1 OUTLINE OF GRADE BEAM BEYOND, SEE SECTION 14"0 AUGER CAST PILE 3/S1.1 PER DETAIL 1/S1.1. SEE PLAN FOR LOCATION 3—#5 EACH WAY ABOVE PILE 2'-6" SINGLE PILE CAP AND STRUCTURAL SLAB r2 -),SECTION S1.1 SCALE: 3/4" = 1'-0" 1—#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION • 11 " ICF WALL SYSTEM w/ ° .. 6" CONCRETE CORE w/ 1—#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL d j SHEET S2.0 FOR ICF WALL LAYOUT j. ..• -,-LEL. +21.78' NAVD • TOP OF SLAB EL. +21.28' NAVD \\//\ GRADE • • \// GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP U 3" EL. +20.28' NAVD B/GRADE BEAM #3 CLOSED HOOP STIRRUPS @ 6"o.c 12"x12" CONCRETE COLUMN #5 DOWEL BAR AT EACH CORNER, EMBED INTO GRADE BEAM 12" WITH 90° HOOK 12„ SEE SHEET S2.0 CLR FOR ADDITIONAL NOTES OUTER BARS. WHERE DOWELS SHALL REQUIRED . EA. WAY. BOTTOM 7" STRUCTURAL BE 1—#5 D, AT JOINTS, SEE ELEVATION d• '_ '.•.t.'. #5 @ 12" O.C. J U O.C. (25" LAP) ° 2—#4 SUPPORT TROWELED MORTAR 4 SEE PLAN #5 @ 12" OC TOP W/ „ #5 @ 12 o.c TOP W/ STD 90° BEND 4 a o. 2" CLR 1/2" MIN. PERIMETER ISOLATION - A 1/3 SPAN ° JOINT W/BACKER ROD 2 LAYERS OF AND SEALANT. SEE 6 MIL VAPOR BARRIER SECTION A—A (LAP SEAMS) JOINTS, SEE ELEVATION FRANGIBLE FOOTING FRANGIBLE CMU WALL #3 CLOSED HOOP STIRRUPS @ 6"o.c i #5 VERTICAL REBAR AT EACH CORNER 2—#4 SUPPORT EL. +21.78' NAVD TOP OF SLAB 5 SI GLE PILE CAP AT GARAGE EDGE CONDITION S1.1 SCAL (: 3/4" = 1'-0" 1/3 SPAN TOP REINFORCING EL. +21.78' NAVD TOP OF SLAB I I� SECTION S1.1 SCALE: 3/4" = 1'-0" _--1—#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION 11" ICF WALL SYSTEM w/6" CONC. CORE w/ 1—#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL SHEET S2.0 FOR ICF WALL LAYOUT EL. +21.78' NAVD TOP OF CURB EL. +21.28' NAVD y� GRADE GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP d BOTTOM OF PILE CAP \ STOP GRADE BEAM BOTTOM REINFORCING AT PILE • 12—#4 SUPPORT C° I #4 @ 12" O.C. 11 CE DOWELS SHALL C, E N,- . EA. WAY. BOTTOM 7" STRUCTURAL BE 1—#5 @ 24" AT JOINTS, SEE ELEVATION d• '_ '.•.t.'. #5 @ 12" O.C. CONCRETE SLAB O.C. (25" LAP) ° 2—#4 SUPPORT TROWELED MORTAR ° SEE PLAN #5 @ 12" OC TOP W/ „ #5 @ 12 o.c TOP W/ STD 90° BEND d o. STD 90° BEND 7 STRUCTURAL - A 1/3 SPAN ° TOP —0 1 /3 SPAN TOP REINFORCING CONCRETE SLAB 3,-6" / • • JOINTS, SEE ELEVATION FRANGIBLE FOOTING c0 . . . a . . a a i� 7,d Q • • • • co a - � t')L — — — — -- IE_- 2—#4 SUPPORT °. . • .a • • d• #4 @ 12" OC 7" STRUCTURAL of i EA. WAY CONCRETE SLAB N • • • BOTTOM. 7" STRUCTURAL _--- •- OUTLINE OF GRADE f GRADE BEAM REINFORCING, 2'-0" BEAM BEYOND, SEE a 3„ CLR. 2'-0" SECTION 4/S1.1 4—#5 TOP & BOTTOM W GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP, SEE__'X Z' —� f GRADE BEAM REINFORCING, SECTION 4/S1.1 1' 2" 3—#5 EACH WAY ABOVE PILE 6—#5 TOP 1'-3" 14"0 AUGER CAST PILE PER DETAIL 1/S1.1. SEE PLAN OR LOCATION TIES @ 6" OC 2'-6" 5 SI GLE PILE CAP AT GARAGE EDGE CONDITION S1.1 SCAL (: 3/4" = 1'-0" 1/3 SPAN TOP REINFORCING EL. +21.78' NAVD TOP OF SLAB I I� SECTION S1.1 SCALE: 3/4" = 1'-0" _--1—#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION 11" ICF WALL SYSTEM w/6" CONC. CORE w/ 1—#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL SHEET S2.0 FOR ICF WALL LAYOUT EL. +21.78' NAVD TOP OF CURB EL. +21.28' NAVD y� GRADE GRADE BEAM TOP REINFORCING CONTINUOUS THROUGH PILE CAP d BOTTOM OF PILE CAP \ STOP GRADE BEAM BOTTOM REINFORCING AT PILE • 12—#4 SUPPORT C° I #4 @ 12" O.C. 11 CE L EA. SIDE OF JOINT CONT. OPEN LINTEL BOND BEAM C, E N,- . � EA. WAY. BOTTOM 7" STRUCTURAL N : AT JOINTS, SEE ELEVATION 7 S.• e. '_ '.•.t.'. #5 @ 12" O.C. CONCRETE SLAB TROWELED MORTAR SEE PLAN W/ STD 90° BEND STEP, SEE PLAN „ #5 @ 12 o.c TOP W/ STD 90° BEND o. 7 STRUCTURAL - A 1/3 SPAN TOP REINFORCING TOP —0 OF SLAB #4 DOWEL w/ 10" HOOK ALIGN CONCRETE SLAB 3,-6" w/ VERT. REBAR • • JOINTS, SEE ELEVATION FRANGIBLE FOOTING c0 . . . a . . a a 7,d Q • • • • co a - � t')L w/#4 TRANSVERSE BAR IE_- 2—#4 SUPPORT °. . • .a • • d• ^I v 1'-9" Aw/6" HOOK @ 24" O.C. ' . 7" STRUCTURAL f GRADE BEAM REINFORCING, 2'-0" CONCRETE SLAB a 3„ CLR. 2'-0" 4—#5 TOP & BOTTOM W d' ° #3 TIES @ 12" O.C. A —� f GRADE BEAM REINFORCING, 6—#5 TOP & BOT. W/ #3 TIES @ 6" OC 8 GRADE BE, S1.1 SCALE: 3/4" = 1'— W/STEP 4 IN CONC. FILLED I / 10x_ FOOTING w/1 x4x12"Ig KEYED JOINT AT 4'-8" O.C. _/ PROVIDE 4—#4 REBAR. BREAK REBAR AT JOINTS 12 SECTION S1.1 SCALE: 3/4" = V-0" GRADE BEAM AT GARAGE RECESS SCALE: 3/4" = 1'-0" r 11 CE L EA. SIDE OF JOINT CONT. OPEN LINTEL BOND BEAM C, E N,- . � w/ 1—#5 REBAR. BREAK REBAR - : �.'i o. i N : AT JOINTS, SEE ELEVATION 7 S.• e. '_ '.•.t.'. i LSA ziE� v TROWELED MORTAR JOINT 4'-8" 8" FRANGIBLE CMU WALL W/ #4 MAX. 1" DEEP MAX. O.C. @ 24"o.c CENTERED SEALANT W/BACKER ROD o. SECTION - A #4 DOWEL w/ 10" HOOK ALIGN 3,-6" w/ VERT. REBAR 4—#4 TOP, BREAK REBAR AT JOINTS, SEE ELEVATION FRANGIBLE FOOTING w/#4 TRANSVERSE BAR IE_- Aw/6" HOOK @ 24" O.C. ' . a 3„ CLR. d' ° A —� f I / 10x_ FOOTING w/1 x4x12"Ig KEYED JOINT AT 4'-8" O.C. _/ PROVIDE 4—#4 REBAR. BREAK REBAR AT JOINTS 12 SECTION S1.1 SCALE: 3/4" = V-0" GRADE BEAM AT GARAGE RECESS SCALE: 3/4" = 1'-0" r 4'-8" MAXIMUM WIDTH _) �1x4x12"Ig KEYWAY - AT POUR BREAKS EACH PANEL (TYP) X Q 1 ,4 EL. +21.28' NAVD GRADE N z O LEL. +21.28' NAVD BOT/FTG #4 @ 12" O.C. EA. WAY. BOTTOM #5 @ 12" 0. C. W/ STD 90- BEND EL. SEE PLAN OIL 1 TOP OF SLAB SECTION 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP REINFORCING #5 @ 12" OC TOP n. 7cj) #4 @ 12" OC EA. WAY. BOTTOM • EL. +20.28' NAVD BOTTOM OF GRADE BEAM 1,_g» GB -1 TYPICAL GRADE BEAM REINFORCING: 4—#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE BEAM AND STRUCTURAL SLAB 2—#4 SUPPORT #5 @ 12" OC TOP W/ STD 90° BEND /3 SPAN TOP REINFORCING i� #4 @ 12" OC 7" STRUCTURAL 0I EA. WAY CONCRETE SLAB N BOTTOM. MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN--/ FOR LOCATIONS GB -2 24x24 CONC. BEAM w/5—#5 TOP, BOT., & 2—#5 MID W/#3 TIES @ 6" OC SECTION DOWELS SHALL BE 1—#5 @ 24" O.C. (25" LAP) • d 11" ICF WALL SYSTEM w/6" CONCRETE CORE ° C.I.P. CONIC CURB w/#5 d DOWEL EA FACE @ 12" O.0 ° & 2—#5 TOP CONT. EL. +21.78' NAVD • T/SLAB=T/CURB #5 @ 6" OC TOP [W/ STD 90' HOOK — I 2'-0" #4 @ 18" O.C. TRANSVERSE TOP #4 @ 12" OC EA. WAY BOTTOM. 11 x11 EDGE BEAM w/2—#6 TOP & BOT & #3 CLOSED TIES @ 6"- O.C. EXTEND HOR. REINF. 2'-0" INTO ADJACENT GRADE BEAM EA END SCALE: 3/4" = 1'-0" ELEVATOR STEP IN GRADE BEAM, SHAFT WALL SEE 8/S1.1 ELEVATOR SHAFT WALL DEPTH PER ------ — ELEVATOR MANUF. LJJ n. • • • • • • I I O I • • • • • I I I I PIT DIMENSIONS AS REQ. GB -1 TYPICAL GRADE L ---------- — BY ELEVATOR MANUFACTURER BEAM REINFORCING: 1'-9" #5@12 O.C. MAT EA WAY TOP & BOT. 4—#5 TOP & BOT. w/#3 TIES @ 12" OC -12_ELEVATOR RECESS SECTION S1.1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" _7" STRUCTURAL CONCRETE SLAB STEP PER ARCH TOP OF SLAB 11" 7" STRUCTURAL CONCRETE SLAB Lou Pont igo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM .......... C, E N,- . � O - : �.'i o. i N : • ST,�r OF s` o i LSA ziE� v o. 3,-6" 4'-8" MAXIMUM WIDTH _) �1x4x12"Ig KEYWAY - AT POUR BREAKS EACH PANEL (TYP) X Q 1 ,4 EL. +21.28' NAVD GRADE N z O LEL. +21.28' NAVD BOT/FTG #4 @ 12" O.C. EA. WAY. BOTTOM #5 @ 12" 0. C. W/ STD 90- BEND EL. SEE PLAN OIL 1 TOP OF SLAB SECTION 7" STRUCTURAL CONCRETE SLAB 1/3 SPAN TOP REINFORCING #5 @ 12" OC TOP n. 7cj) #4 @ 12" OC EA. WAY. BOTTOM • EL. +20.28' NAVD BOTTOM OF GRADE BEAM 1,_g» GB -1 TYPICAL GRADE BEAM REINFORCING: 4—#5 TOP & BOT. W/#3 TIES @ 12" OC GRADE BEAM AND STRUCTURAL SLAB 2—#4 SUPPORT #5 @ 12" OC TOP W/ STD 90° BEND /3 SPAN TOP REINFORCING i� #4 @ 12" OC 7" STRUCTURAL 0I EA. WAY CONCRETE SLAB N BOTTOM. MONOLITHIC CONCRETE GRADE BEAM, SEE PLAN--/ FOR LOCATIONS GB -2 24x24 CONC. BEAM w/5—#5 TOP, BOT., & 2—#5 MID W/#3 TIES @ 6" OC SECTION DOWELS SHALL BE 1—#5 @ 24" O.C. (25" LAP) • d 11" ICF WALL SYSTEM w/6" CONCRETE CORE ° C.I.P. CONIC CURB w/#5 d DOWEL EA FACE @ 12" O.0 ° & 2—#5 TOP CONT. EL. +21.78' NAVD • T/SLAB=T/CURB #5 @ 6" OC TOP [W/ STD 90' HOOK — I 2'-0" #4 @ 18" O.C. TRANSVERSE TOP #4 @ 12" OC EA. WAY BOTTOM. 11 x11 EDGE BEAM w/2—#6 TOP & BOT & #3 CLOSED TIES @ 6"- O.C. EXTEND HOR. REINF. 2'-0" INTO ADJACENT GRADE BEAM EA END SCALE: 3/4" = 1'-0" ELEVATOR STEP IN GRADE BEAM, SHAFT WALL SEE 8/S1.1 ELEVATOR SHAFT WALL DEPTH PER ------ — ELEVATOR MANUF. LJJ n. • • • • • • I I O I • • • • • I I I I PIT DIMENSIONS AS REQ. GB -1 TYPICAL GRADE L ---------- — BY ELEVATOR MANUFACTURER BEAM REINFORCING: 1'-9" #5@12 O.C. MAT EA WAY TOP & BOT. 4—#5 TOP & BOT. w/#3 TIES @ 12" OC -12_ELEVATOR RECESS SECTION S1.1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" _7" STRUCTURAL CONCRETE SLAB STEP PER ARCH TOP OF SLAB 11" 7" STRUCTURAL CONCRETE SLAB Lou Pont igo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z LLj LL Uj U �=w U m >LLj LL1�= z OpNiJ 2 Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FP.OM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET 51.1 SHEET 6 OF 16 .......... C, E N,- . � O - : �.'i o. i N : • ST,�r OF s` o i LSA ziE� v REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z LLj LL Uj U �=w U m >LLj LL1�= z OpNiJ 2 Q FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FP.OM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET 51.1 SHEET 6 OF 16 12" WIDE BOND BEAM W/2—#4 CONTINUOU`, AROUND PERIMETER ( rYP.) -----------------------a 0 ° t�1 POOL EDGE DETAIL SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION DOWELS SHALL BE 1-#5 @ 24" O.C. (25" LAP) T/BEAM EL. +21.78' NAVD 11" ICF WALL SYSTEM w/ 6" CONCRETE CORE w/ 1-#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi 411 CONC. SEE STRUCTURAL SHEET S2.0 FOR ICF WALL LAYOUT ° GB -4 24"x11" w/3-#7 TOP & BOT, 2-#5 MID -DEPTH & /#3 CLOSED TIES @ 6" O.C. 1/3 SPAN 8" STRUCTURAL CONCRETE OR Top POOL SHELL WALL 20x20 MIN TRANSITION PIER S• o 4,-0'RMNFORCING � I I L 7�ulj BY 16" DEEP, w/ 3-#3 o - Q °. 1 /3 2_#q. N :. a °. SPAN OR Top R 4)—" EIFORCING 8" STRUCTURAL #4 VERTICAL @ 8"o.c, I I2-#4 DMI N CO CENTERED, ALIGNED a „ #4 @ 8 o.c TOP CENTERED, w/SLAB REINF. d #4 @ 8"o.c Q w/SLAB REINF. SUPPORT • d TOP 2_#4 #4 HORIZONTAL @ °_:. __ __ SUPPORT - 12"o.c, CENTERED ; ' " ;° • CONC. z ° #4 @ 8"0. c ° ... I: .a PILE PER DETAIL e. BARS) "0 SLAB HEADED STUDS. (5" GAGE) . : • .. .. • . i . ° CONC BOTTOM OF °00 LAR EL. +16.78' NAVD d ° EA. WAY BOT. �41 -------- • d BOTTOM OF PILE CAP _ _ 8" STRUCTURAL EA. WAY BOT. CONCRETE SLAB 30"x16" GRADE 2'-6" BEND OVER VERTICAL #5 BEAM W/5-#5 30"x16" GRADE AUGERCAST PILE REINF. TOP & BOTT. & #3 2'16" & BOTT. & INTO GRADE BEAM/SLAB STIRRUPS @ 12"o.c #3 STIRRUPS @ 12"o.c 14"O PILE - SEE DETAIL ILE 1 /S1.1 t�1 POOL EDGE DETAIL SCALE: 3/4" = 1'-0" 1-#4 HORIZONTAL @ 32"o.c ALTERNATE SIDE ORIENTATION DOWELS SHALL BE 1-#5 @ 24" O.C. (25" LAP) T/BEAM EL. +21.78' NAVD 11" ICF WALL SYSTEM w/ 6" CONCRETE CORE w/ 1-#5 VERTICAL @ 24"o.c FILL SOLID w/ 3000 psi 411 CONC. SEE STRUCTURAL SHEET S2.0 FOR ICF WALL LAYOUT ° GB -4 24"x11" w/3-#7 TOP & BOT, 2-#5 MID -DEPTH & /#3 CLOSED TIES @ 6" O.C. 1/3 SPAN • • • I ° ° -�� OR Top �' 20x20 MIN TRANSITION PIER S• o 4,-0'RMNFORCING � I I L 7�ulj BY 16" DEEP, w/ 3-#3 I � °T/PILE 2_#q. I 1/3 SPAN TOP REINFORCING I SUPPORT 8" STRUCTURAL 1 I I2-#4 CO CONCRETE SLAB 57x30 MIN TRANSITION PIER „ #4 @ 8 o.c TOP CENTERED, a. d. Q w/SLAB REINF. SUPPORT • d BY 20" DEEP, w/ 4—#5 LCA C"i 1 #4 HORIZONTAL @ - •, LONG WAY TOP & BOT & 3" CL. • CONC. � d #4 @ 8"0. c ° ... I: .a PILE PER DETAIL e. BARS) "0 SLAB HEADED STUDS. (5" GAGE) EL. +13.61' NAVD EA. WAY BOT. BOTTOM OF �41 -------- • d #4 @ 8"o. c EA. WAY BOT. 2'-6" 30"x16" GRADE BEAM W/5—#5 TOP & BOTT. & #3 STIRRUPS @ 12"o.c DETAIL SCALE: 3/4" = 1'-0" 6"x6" SYP #2 COLUMN (TYP) 3/4"0 THRU BOLT CONNECTION PAVERS SYSTEM, SEE ARCH. FOR SUB—BASE 4x4xY2" HSS. T/PIER EL. STANDOFF COL. +20.61' NAVD •: I •d • • •. is. GB -4 SCALE: 3/4" = 1'-0" PILE PILE TO PIER TRANSITION SCALE: 3/4" = 1'-0" :MATIC /2"x6"x6"x9" =D TO TUBE COLUMN. ;AST SIL 8" STRUCTURAL CONCRETE POOL SHELL WALL 1/3 SPAN TOP REINFORCING OR 4'-0" MIN 2-0 #4 @ 8"o.c SUPPORT TOP CONC. SLAB 00 II' #4 @ 8"o. c I • EA. WAY BOT. 8" STRUCTURAL '`I • • • I ° ° -�� °Qr �' 20x20 MIN TRANSITION PIER S• o a. °. � I I L 7�ulj BY 16" DEEP, w/ 3-#3 I � °T/PILE • EL. CLOSED TIES IN EA. I I " dl 1 I ° +19.28' NAVD DIRECTION (SEE ORTHOGONAL 57x30 MIN TRANSITION PIER CENTERED, 1/S1.1 d. Q w/SLAB REINF. SCHEMATIC DIAGRAM ABOVE) • BY 20" DEEP, w/ 4—#5 LCA C"i 1 #4 HORIZONTAL @ - •, LONG WAY TOP & BOT & 3" CL. • - � 14"0 AUGER CAST EMBED H.D. GALV. P 1/2 "x10"x10" 9—#5 SHORT WAY TOP & BOT (ALL 180° HOCKED PILE PER DETAIL w/ 4-1 /2 "� x 6"Ig. WELDED BARS) PILE 1/S1.1 HEADED STUDS. (5" GAGE) GB -4 SCALE: 3/4" = 1'-0" PILE PILE TO PIER TRANSITION SCALE: 3/4" = 1'-0" :MATIC /2"x6"x6"x9" =D TO TUBE COLUMN. ;AST SIL 8" STRUCTURAL CONCRETE POOL SHELL WALL 1/3 SPAN TOP REINFORCING OR 4'-0" MIN 2-0 #4 @ 8"o.c SUPPORT TOP CONC. SLAB 00 II' #4 @ 8"o. c I • EA. WAY BOT. 8" STRUCTURAL '`I �• ( �12" WIDE BOND a f"10 S BEAM W/2—#4 S• o d rk �'?�� Ra✓I" �� � I I L 7�ulj CONTINUOUS I � j • AROUND I I " PERIMETER (TYP.) #4 VERTICAL @ 3» I 1 I 14"0 AUGER CAST 8 o. c, ' CENTERED, 1/S1.1 ALIGNED Q w/SLAB REINF. • LCA C"i #4 HORIZONTAL @ - •, 12"o.c, CENTERED • - � z • - o � N EL. +13.61' NAVD BOTTOM OF CONCRETE SLAB - - PILE CAP 30"x16" GRADE BEAM W/5-#5 2'6" TOP & BOTT. & #3 STIRRUPS @ 12"o.c 3 POOL EDGE DETAIL PILE S1. SCALE: 3/4" = 1'-0" 6"x6" P.T. SYP #2 COLUMN (TYP) PAVERS SYSTEM, SEE ARCH. FOR SUB -BASE 8"x8" CONCRETE PEDESTAL w/ 4-#5 VERTICAL DOWELS 20x20 MIN TRANSITION PIER BY 16" DEEP, w/ 3-#3 CLOSED TIES IN EA. ARECTION (SEE ORTHOGONAL SCHEMATIC DIAGRAM ABOVE) STAIR COLUMN S .2 SCALE: 3/4" = 1'-0" #3 CLOSED TIES IN EA. DIRECTION IGONAL SCHEMATIC DIAGRAM ABU66 w/ 5/8" THREADED ROD EPDXIED w/ 6" EMBED #5 VERTICAL - a REBAR AT EACH CORNER d #3 CLOSED HOOP `n STIRRUPS @ 6"o.c Q 2—#4 J SUPPORT CD12"x12" CONCRETE 20 "' COLUMN SUPPORT • d d -• a _ CONC. #4 @ 8"0. c .. I° ° 00 SLAB EA. WAY BOT. - ..44= 4 @ 8"o.c -- EA. WAY BOT. EL. +13.61' NAVD BOTTOM OF PILE CAP 30"x16" GRADE BEAM W/5—#5 TOP & BOTT. & BEND OVER VERTICAL #5-J#3 STIRRUPS @ 12"o.c AUGERCAST PILE REINF. INTO GRADE BEAM/SLAB 2'-6" 14"0 PILE — SEE DETAIL 1/S1.1 DETAIL SCALE: 3/4" = 1'-0” _,Y #3 CLOSED ��' ,� TIES IN EA. 'r, DIRECTION ,%/ORTHOGONAL SCHEMATIC DIAGRAM 2x6 P.T. SYP #2 KICK -PLATE. FASTEN TO FOOTING w/ Y4"Ox21/2" TAPCON ANCHORS 12"x8" CONC. PEDESTAL AT 8" O.C. AND ADJ. TO EA. w/4-#5 VERTICAL DOWELS STRINGER. @ 12" O.C. EA FACE p h T/PIER EL. r .:a . - +20.61 NAVD 24x5'-4" TRANSITION PIER BY 16" DEEP, w/ 3-#3 CLOSED_ ' _ i _� TIES IN EA. DIRECTION (SEE ORTHOGONAL SCHEMATIC -_r T/PILE EL. rh DIAGRAM ABOVE) I +19.28' NAVD 7r 14"0 AUGER CAST PILE PER DETAIL 1/S1.1 PILE K_8_STAIR FOOTING SCALE: 3/4" = 1'-0" 2" CLR. AT COL. INSIDE COLUMN CIP CONC C___, I ,„LL BE PLACED WITH A RUST INHIBITING ADMIXTURE AND LOW WATER CEMENT RATIO TO PROTECT REINFORCING FROM CORROSION #3 CLOSED HOOP STIRRUPS @ 6"o.c CD ,I #5 VERTICAL REBAR AT EACH CORNER Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-AW ZZZ T/PIER EL. a f"10 S +20.61' NAVD S• o d rk �'?�� Ra✓I" �� � I I L 7�ulj I � j T/PILE EL. I I +19.28' NAVD 3» I 1 I 14"0 AUGER CAST MI ' PILE PER DETAIL 1/S1.1 PILE #5 VERTICAL - a REBAR AT EACH CORNER d #3 CLOSED HOOP `n STIRRUPS @ 6"o.c Q 2—#4 J SUPPORT CD12"x12" CONCRETE 20 "' COLUMN SUPPORT • d d -• a _ CONC. #4 @ 8"0. c .. I° ° 00 SLAB EA. WAY BOT. - ..44= 4 @ 8"o.c -- EA. WAY BOT. EL. +13.61' NAVD BOTTOM OF PILE CAP 30"x16" GRADE BEAM W/5—#5 TOP & BOTT. & BEND OVER VERTICAL #5-J#3 STIRRUPS @ 12"o.c AUGERCAST PILE REINF. INTO GRADE BEAM/SLAB 2'-6" 14"0 PILE — SEE DETAIL 1/S1.1 DETAIL SCALE: 3/4" = 1'-0” _,Y #3 CLOSED ��' ,� TIES IN EA. 'r, DIRECTION ,%/ORTHOGONAL SCHEMATIC DIAGRAM 2x6 P.T. SYP #2 KICK -PLATE. FASTEN TO FOOTING w/ Y4"Ox21/2" TAPCON ANCHORS 12"x8" CONC. PEDESTAL AT 8" O.C. AND ADJ. TO EA. w/4-#5 VERTICAL DOWELS STRINGER. @ 12" O.C. EA FACE p h T/PIER EL. r .:a . - +20.61 NAVD 24x5'-4" TRANSITION PIER BY 16" DEEP, w/ 3-#3 CLOSED_ ' _ i _� TIES IN EA. DIRECTION (SEE ORTHOGONAL SCHEMATIC -_r T/PILE EL. rh DIAGRAM ABOVE) I +19.28' NAVD 7r 14"0 AUGER CAST PILE PER DETAIL 1/S1.1 PILE K_8_STAIR FOOTING SCALE: 3/4" = 1'-0" 2" CLR. AT COL. INSIDE COLUMN CIP CONC C___, I ,„LL BE PLACED WITH A RUST INHIBITING ADMIXTURE AND LOW WATER CEMENT RATIO TO PROTECT REINFORCING FROM CORROSION #3 CLOSED HOOP STIRRUPS @ 6"o.c CD ,I #5 VERTICAL REBAR AT EACH CORNER Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-AW REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z LJ IL- D QLL1 > U w=w U 00 j m I= Z 0NQ w�� I Q OFFICE COF POOL SECTIONS AND DETAILS DO NOT SCALE DIMENSIONS Fj THESE DRAWINGS. IF A DIMENSUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S1.2 SHEET 7 OF 16 a f"10 S S• o d rk �'?�� Ra✓I" �� � REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z LJ IL- D QLL1 > U w=w U 00 j m I= Z 0NQ w�� I Q OFFICE COF POOL SECTIONS AND DETAILS DO NOT SCALE DIMENSIONS Fj THESE DRAWINGS. IF A DIMENSUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S1.2 SHEET 7 OF 16 2x6 6 I'll cc SHEE SEE 6/S5.0 FOR REINFORCING AT WALL JAMB 4=4 + BRACKET (SMALL) SEE-/ ARCH. (6 LOCATION) NOTE: ALL �ONCRETE BEAMS SHALL REMAIN SHORED UNTIL UPPER WALLS ARE CAST AND CURED FOR 7 DAYS 4 S2.0 SEE 6/S5.0 FOR REINFORCING AT WALL JAMB Al I r7yr_)r)­_r7n kAr7TAI _j m 11" ICF WALL SYSTEM W/ 1-#5 VERTICAL SEE 2/S3. 24"o.c AND 1-#4 Sim. HORIZONTAL @ 32"o.c 11" ICF CORNER 11" ICF WALL SYSTEM COLUMN, SEE w/ 1-#5 VERTICAL DETAIL 11 5.1 /S @ 24"o.c AND 1-#4 jrN ............. FL -_1 2] IN WALL CONIC COLUMN, I A SEE 8/S5.0 SIM 111111 HGUMIt7.25xi 6 5 W/8 -V8 x5 TITENS TO CONCIETE OVERHEAD GARAGE DOOR DESIGN WIND PRESSURES: +27.7 PSIF -35.0 PSF MEI I ml I 81/2"x`13" CONCRETE COLUM w/ 4--#5 VERTICAL AND #3 TIES @ 6"o.c, SEE DETAIL 10/S5 0 = - _- = =r =C=- - - + BM - 3 X X HSS 4x4xY4" EA. I I�lj � , 11---, 111 2 HSS 44" END OF M- I X 6-1/1 K\"T 11 111 ;2.0 SEE 2.0 ED X IN WALL CONC--,, X X III X (2)2x6-1 /1� X COLUMN, SEE (2) x8 BM -9 8/S5.0 - - - BM -7 --- - - - - - BM -5 (2)1�x6-1 /1 '()NNECTOR Ij C C PROVIDE 8J/2" WIDE si� RE R 12/S5.1 0 CONIC. BELOW FOR < If 11 1 1 [��< I \\\ I /=z!zzz, -.4, 177-77-7-77-77-777, BEARING OF BM -10 --OR V. .......... & BM -1 4G -i r 1 IpAqj- IFX�l BEAM U IVI C 7.25xl 6 ABOVE 2 I I ENS TO X 3 1 TS @ + t5 - "/8 X �D I CONCRETE ff IfOTAfIgNI) KICK E 0. / I/ C141 ZS Ft @ S PLATE '87 1 1 1 1 IN WALL CONIC PER OPEN C, ii/S3.1 FOR STAIRS COLUMN, SEE 8/S5.0 3M-12 G5 Q m ........... A H5+ (2)20M (2)2xl2 No. SYP PT STRINGERS FASTEN PLIES PER , 2/S6.0 HORIZONTAL @ 32"o.c z HSS 4x4xY4" X X X 1 1 L LU m _j LLJ I I U -i L a_ a- 7" 0 Of in X X T X X X (3)2x4 SPF#2 S x3xh" POSTS (3)2x6 SPIF#2 C11j SEE "/mo POSTS A Rol R -1 - HSS 4x4xY4"--\ - = !- � = = =, A ) :F__ (wx6-1 *SE r- f- 1 1 r- A _F1 I I K I t- M r- M ALL EXPOSED METAL CONNECTORS AND FASTENERS SHALL BE STAINLESS STEEL 1 Od @ 4" O.C. 2x8 P.T. SYP#2 LEDGER w/ 5/8"Ox`10" A.B. @ 16" O.C.- FLOOR JOIST. 2x4 SYP#2 FLATWISE BLOCKING @ 48" O.C. FASTEN EACH END w/3 -12d TOENAILS. FASTEN SHEATHING TO BLOCKING w/10d COMMONS @ 3" O.C. 4 0 'ISYP#2 8 " A.B. @ kGGERED 2xl 2 FLOOR JOIST @ 12" O.C. SIMPSON HUS210 FASTEN TO HEADER w/30 -16d AND TO JOIST w/10 -16d CONCRETE BEAM, SEE PLAN EXTERIOR WALL AT OCEAN SIDE BALCONY SCALE: 3/4" = V -O" 11" ICF CORNERL�r!\I, SEE DETAI 1/S5. 1 ),2`x7" WIDE x 10" LONG BASE PLATE FULLY WELDED TO COLUMN w/4-3/4" THRU BOLTS & WASHERS 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. STEEL BEAM, FASTEN w/ 2 ROWS 3/F8"O SEE PLAN CARRIAGE BOLTS @ 12" O.C. STAGGERED. 8x8x)/2" CAP PLATE w/(4) 3/4" THRU BOLTS & WASHERS-\ HSS 4x4x- SEE PLAN SECTION SCALE: 3/4" = V-0" R A. SIDE SIMPSON LSC Z & 6-12d CTURA ICF CORNER COLUMN STRU TOE -NAILS CONNECTING STRINGER \-BRACKET SEE DETAIL ll/S5.1 TO FACE OF (2)2xl 2 TYP. SEE 6/S2.0. (TwPIPAI AT pqp­r_m(_\ FIRST LEVEL WALL MAMING PLAN SCALE: 1/4" V-0" 9" 2 12 HSS 4x4x- SEE PLAN ;z 0 0 1/4 " / CD STEEL BEAM, 0 0 SEE PLAN V," STEEL R SADDLE W/4 -5/8"O THRU BOLTS. MATCH SADDLE WIDTH TO MAX. BEAM /HSS COL., SIZE SUPPORTED + )/8" SEE PLAN. (SEE PLAN) CONTINUOUS BEAM SECTION SCALE: 3/4" = V-0 EL POST /I ABOVE 11"x`15" CONCRETE COLUMN w/ 3-#5 VERTICAL EA FACE & #3 CLOSED TIES @ 6" O.C. + IN WALL CONIC COLUMN, SE E 16 8/S5.0 S5.1 NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. 11" ICF CORNER COLUMN, SEE DETAIL 11/S5.1 (TYPICAL AT CORNERS) 3 -PLY 11.25 LVIL HIJC0E3i2-SDS \N/10 -16d TO _j BEA W/ > _j 3 11 TI TEN % 1 1 4 x1 Y4 LO T C TE .3- PLY 1 1'.ZO LVL P j CONCRETE BEAM SCHEDULE REINFORCING INTO TOP OF CONCRETE 11x27 CIP CONCRETE BEAM WITH _j > 3-#6 TOP & BOT., 2-#5 @ MID -DEPTH & #3 CLOSED TIES BEAM REINFORCING @ 12"o.c 11x27 CIP CONCRETE BEAM WITH 3-#7 TOP, 6-#7 BOT. IN TWO LAYERS, 2-#5 @ a_ Lij MID -DEPTH & #3 CLOSED TIES 4 A 1 11 - . :. Id 4.1 .1 4 : @ 4"o.c 11x37 CIP CONCRETE BEAM V WITH 2-#5 TOP & BOT. ADDITIONAL 3-#5 EA. FACE AT )/4 DEPTHS #3 CLOSED IV - : �-' , 1, :-1 1 TIES @ 12"o.c ),2`x7" WIDE x 10" LONG BASE PLATE FULLY WELDED TO COLUMN w/4-3/4" THRU BOLTS & WASHERS 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. STEEL BEAM, FASTEN w/ 2 ROWS 3/F8"O SEE PLAN CARRIAGE BOLTS @ 12" O.C. STAGGERED. 8x8x)/2" CAP PLATE w/(4) 3/4" THRU BOLTS & WASHERS-\ HSS 4x4x- SEE PLAN SECTION SCALE: 3/4" = V-0" R A. SIDE SIMPSON LSC Z & 6-12d CTURA ICF CORNER COLUMN STRU TOE -NAILS CONNECTING STRINGER \-BRACKET SEE DETAIL ll/S5.1 TO FACE OF (2)2xl 2 TYP. SEE 6/S2.0. (TwPIPAI AT pqp­r_m(_\ FIRST LEVEL WALL MAMING PLAN SCALE: 1/4" V-0" 9" 2 12 HSS 4x4x- SEE PLAN ;z 0 0 1/4 " / CD STEEL BEAM, 0 0 SEE PLAN V," STEEL R SADDLE W/4 -5/8"O THRU BOLTS. MATCH SADDLE WIDTH TO MAX. BEAM /HSS COL., SIZE SUPPORTED + )/8" SEE PLAN. (SEE PLAN) CONTINUOUS BEAM SECTION SCALE: 3/4" = V-0 EL POST /I ABOVE 11"x`15" CONCRETE COLUMN w/ 3-#5 VERTICAL EA FACE & #3 CLOSED TIES @ 6" O.C. + IN WALL CONIC COLUMN, SE E 16 8/S5.0 S5.1 NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. 11" ICF CORNER COLUMN, SEE DETAIL 11/S5.1 (TYPICAL AT CORNERS) 3 -PLY 11.25 LVIL HIJC0E3i2-SDS \N/10 -16d TO _j BEA W/ > _j 3 11 TI TEN % 1 1 4 x1 Y4 LO T C TE .3- PLY 1 1'.ZO LVL P j NOTE: SPLICIE ALL MULTI -PLY MICROLAM LVL FLOOR BEAMS/HEADERS TOGETHER w/ 5 ROWS 16d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FRAMING NOTE: GENERAL NOTE: SPLICE ALL MULTI -PLY FLOOR CONTRACTOR TO COORDINATE HEADERS TOGETHER w/ 4 ROWS 12d LOCATION OF FRAMING MEMBERS WITH COMMON WIRE NAILS @ 12" O.C., HVAC DUCT WORK AND ELECTRICAL EACH LAYER FIXTURE LOCATIONS. NOTE: ALL EXTERIOR CONNECTORS & FASTENERS SHALL BE STAINLESS STEEL. WATERPROOFING BY FLOOR JOIST, BUILDER SEE PLAN BM -1, SEE PLAN CONT. 1.75x - FULL SIMPSON HUS210 DEPTH LVL NAILED FASTEN TO BEAM TO EA JOIST w/ w/30 -16d & TO 16d COMMON NAILS JOIST w/10 -16d @ 3 0. C. WATER PROOFING & SLOPE, SEE ARCH BRACKET, SEE ARCH SECTION SCALE: 3/4" = V-0" 2xl 2 @ 16" O.C., SEE PLAN 1pc SIMPSON H3 CLIP FROM EACH FLOOR JOIST TO TOP P TF_� 27x12" P.T. SYP NO.2 PLATE w/ '/2"Ox`10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 24"o.c ICF LINTEL, SEE PLAN INDICATES INTERIOR BEARING WALL INDICATES HEADER BEAM INDICATES ICF BEARING WALLS, SEE STRUCTURAL SHEET S5.0 INDICATES ICF LINTEL BEAM, SEE STRUCTURAL SHEET S5.1 BEND OVER 2-#5 VERTICAL COLUMN REINFORCING INTO TOP OF CONCRETE TOP BARS _j > BEAM. ALIGN w/ TOP HORIZONTAL BEAM REINFORCING #3 STIRRUPS _j �-4 a_ Lij IJO 4 A 1 11 - . :. Id 4.1 .1 4 : S2.0 V 'd IV - : �-' , 1, :-1 1 < >_ I 1 41 1 4 LLJ <. :� / _j BEND OVER 2-#5 "j POST: 6x6 P.T. SYP#2 VERTICAL COLUMN POST TO MATCH POST BOTTOM BARS FROM ABOVE. PROVIDE SOLID BLOCKING WITHIN FLOOR BOTTOM OF CONCRETE SYSTEM. STRAP POST FROM REINFORCED a_ BEAM. ALIGN w/ BOTTOM Cf) ABOVE TO POST BELOW THRU CONCRETE BEAM FLOOR SYSTEM w/(2) 40" CS16 _j (TYPICAL (4) PLACES) BEAM REINFORCING __j > CAST -IN-PLACE CD CONIC. COLUMN LO #3 CLOSED HOOP STIRRUPS @ 6"o.c CL e@NCRE-TE 4 COLUMN, SEE TYPICAL CONIC. COLUMN TRANSITION DETAIL AT REINFORCED CONCRETE 473-1-. F A 3 -PLY 11.25 LVL HUCQ612-PDS w/10 -16d TO" EAM If w/ 18-Y4"xl�Y4 TITEN NOTE: SPLICIE ALL MULTI -PLY MICROLAM LVL FLOOR BEAMS/HEADERS TOGETHER w/ 5 ROWS 16d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FRAMING NOTE: GENERAL NOTE: SPLICE ALL MULTI -PLY FLOOR CONTRACTOR TO COORDINATE HEADERS TOGETHER w/ 4 ROWS 12d LOCATION OF FRAMING MEMBERS WITH COMMON WIRE NAILS @ 12" O.C., HVAC DUCT WORK AND ELECTRICAL EACH LAYER FIXTURE LOCATIONS. NOTE: ALL EXTERIOR CONNECTORS & FASTENERS SHALL BE STAINLESS STEEL. WATERPROOFING BY FLOOR JOIST, BUILDER SEE PLAN BM -1, SEE PLAN CONT. 1.75x - FULL SIMPSON HUS210 DEPTH LVL NAILED FASTEN TO BEAM TO EA JOIST w/ w/30 -16d & TO 16d COMMON NAILS JOIST w/10 -16d @ 3 0. C. WATER PROOFING & SLOPE, SEE ARCH BRACKET, SEE ARCH SECTION SCALE: 3/4" = V-0" 2xl 2 @ 16" O.C., SEE PLAN 1pc SIMPSON H3 CLIP FROM EACH FLOOR JOIST TO TOP P TF_� 27x12" P.T. SYP NO.2 PLATE w/ '/2"Ox`10" HOT DIPPED GALVANIZED ANCHOR BOLT w/ 2%2%1/8" PLATE WASHER @ 24"o.c ICF LINTEL, SEE PLAN INDICATES INTERIOR BEARING WALL INDICATES HEADER BEAM INDICATES ICF BEARING WALLS, SEE STRUCTURAL SHEET S5.0 INDICATES ICF LINTEL BEAM, SEE STRUCTURAL SHEET S5.1 BEND OVER 2-#5 VERTICAL COLUMN REINFORCING INTO TOP OF CONCRETE TOP BARS BEAM. ALIGN w/ TOP HORIZONTAL BEAM REINFORCING #3 STIRRUPS �-4 a_ Lij 1 4 A 1 11 - . :. Id 4.1 .1 4 : 1- 4 jd V 'd IV - : �-' , 1, :-1 1 < I 1 41 1 4 LLJ <. :� / BEND OVER 2-#5 VERTICAL COLUMN BOTTOM BARS REINFORCING INTO Lj_j BOTTOM OF CONCRETE REINFORCED a_ BEAM. ALIGN w/ BOTTOM Cf) CONCRETE BEAM CL HORIZONTAL < BEAM REINFORCING __j CAST -IN-PLACE CD CONIC. COLUMN #3 CLOSED HOOP STIRRUPS @ 6"o.c 4 A TYPICAL CONIC. COLUMN TRANSITION DETAIL AT REINFORCED CONCRETE BEAMS - DETAIL SCALE: 3/4" l' -O" L P A Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA 4 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS LP -A , COM J % STAT J, 4. C:> kn NA '*1_4w= III Is I LUIS A PON-IFIGO FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU POtrEGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS- ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDrFIONAL ENGINEERING OR INSPECTION FEES. U - LL z aft > U < Uj LU Uj Uj U > 0 Cp j LIJ 4< ^ � n e,� UFF2L ��djr, FIRST LEVEL WALL FRAMING PLAN TDOISOT SCALE DIMENSIONS FROM OR NE 'AWINS- IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-1 5-00183 SHEET FASTEN SECONE 2"x__" SYP No.� FLOOR SUPPORI LEDGER TO FIRS1 2"x" LEDGEF'\ w/ 5 ROWS 12d COMMON WIRE NAILS @ 12"o.c ICFVL- W ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX APPROVAL #FL15354 BM -1 4-1.75" X 16" LVL 34' BM -2 2-1.75" X 16" LVL 6' BM -3 2-1.75" X 16" LVL 14' BM -4 STEEL BEAM, SEE PLAN �I�MIIII� 2-1.75" X 9.5" LVL 8' BM -6 2-1.75" X 16" LVL 11' BM -7 STEEL BEAM, SEE PLAN 2-1.75" X 16" LVL 16' BM -9 2-1.75" X 16" LVL 5' Q"- 2-1.75" X 16" LVL 14' BM -11 2-1.75" X 16" LVL 3' BM -12 2-1.75" X 16" LVL 13' DOUBLE 2"x__" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM 1 pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcS ICF -D3.62 SCREWS @ 24" O.C. J FIRST 2"x__" SYP No.2 FLOOR SUPPORT LEDGER TO ICF WALL FORM w/ SIMPSON LEDGER CONNECTOR SYSTEM INTERIOR DOUBLE LEDGER SYSTEM DETAIL SCALE: 3/4" = 1'-0" ,�`T" SINGLE 2"x__" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM 1 pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. ICFVL-W INTERIOR SINGLE LEDGER SYSTEM DETAIL SCALE: 3/4" = 1'-0" SECOND FLOOR FRAMING PLAN SCALE. 1/4" = 1 QIKADQr)NI T -I AA7 ? SIMPSON THA422 ADJUSTABLE TRUSS HANGER AT FLOOR BEAM DETAIL SCALE: 3/4" = 1'-0" RAFTERS @O.C. -ROOF RAFT R BEAT nN RRACKE BELOW DOUBLE 2x12 SYP NO.2 DOUBLE 2x12 SYP NO.2 2x12 FLOOR JOIST 15 FLOOR SUPPORT LEDGER, „ @ 16 O.C. FLOOR SUPPORT LEDGER, SEE DETAIL 1 /S2.1 S5.1 SEE DETAIL 1 /S2.1 J r J Ln Je I N I I I J Q0 CL I I HHUS5.5/10 r- - HANGER EA. END \-OFBEAM 00 V IXE I A ( P. O �- I SIMPSON HUS210 EA I SIDE FASTEN TO BEAM/LEDGER w/30 -16d 'g7& TEE POS iE TO JOIST w/10 -16d N I 1 LL_ I / J J L0 I N I � I LL J 11 I I I I V FIXE D-\ I 2x12 FLOOR JOIST A ( P. @ 12" O.C. > J U 0 H E J,I I L EE F R I I N I I V C U O I I � O I J I d - H C1 C F ASE ED YP.) I I 3 -PLY 11.25 L L HAS Y[ A S TAI 1 /S .0 N z 2x12 FLOOR JOIST A FIX D QN N @ 12" O.C. A ( YP- LL) N N w ICL CL co 0 S EL RPST E DE AIL 11 5. F M OVE J. I R 0 E 10 F1J J L J L J L J L J L J J L J J r L L J r L r M m B — 3 .J r r r � E DE Al 12 5. L r Ln EEL OST OR CO NE TIO F22 LL S E 2 D P ST POS L � LL S L EA — BM -9 O-- — — — — — — — — — — 0 1<I OR V. _TF(2)2x8 S�).OCID XZ = _ 2x12 FLOOR JOI`, F I 2x10 LEDGER. ASTEN AV @ 12" 0.(;. m V I I I TO WALL w 4-1Od - °" LAG N c 00 QO FL�� CREWS Lj OPEN J J Ln N FOR STAIRS -'"42 ' N LL LL CzB I w I o I 2x8 SYP#2 DECK JOISTS 16" `V UC412 O.C. FASTEN TO LI.EDGER - `"HANGILK DOUf 2x12 P NO.2 FL0C1 P FLOOR SUPPORT LEDG SEE I)ETAIL 1 2.1 SEE DETAIL 1/S2.1 ICFVL- W ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX APPROVAL #FL15354 BM -1 4-1.75" X 16" LVL 34' BM -2 2-1.75" X 16" LVL 6' BM -3 2-1.75" X 16" LVL 14' BM -4 STEEL BEAM, SEE PLAN �I�MIIII� 2-1.75" X 9.5" LVL 8' BM -6 2-1.75" X 16" LVL 11' BM -7 STEEL BEAM, SEE PLAN 2-1.75" X 16" LVL 16' BM -9 2-1.75" X 16" LVL 5' Q"- 2-1.75" X 16" LVL 14' BM -11 2-1.75" X 16" LVL 3' BM -12 2-1.75" X 16" LVL 13' DOUBLE 2"x__" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM 1 pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcS ICF -D3.62 SCREWS @ 24" O.C. J FIRST 2"x__" SYP No.2 FLOOR SUPPORT LEDGER TO ICF WALL FORM w/ SIMPSON LEDGER CONNECTOR SYSTEM INTERIOR DOUBLE LEDGER SYSTEM DETAIL SCALE: 3/4" = 1'-0" ,�`T" SINGLE 2"x__" SYP No.2 FLOOR SUPPORT LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM 1 pc SIMPSON ICFVL AND 1 pc SIMPSON ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. ICFVL-W INTERIOR SINGLE LEDGER SYSTEM DETAIL SCALE: 3/4" = 1'-0" SECOND FLOOR FRAMING PLAN SCALE. 1/4" = 1 QIKADQr)NI T -I AA7 ? SIMPSON THA422 ADJUSTABLE TRUSS HANGER AT FLOOR BEAM DETAIL SCALE: 3/4" = 1'-0" RAFTERS @O.C. -ROOF RAFT R BEAT nN RRACKE BELOW DOUBLE 2x12 SYP NO.2 FLOOR SUPPORT LEDGEI HANGERS ON JOB ARE AS FOLLOWS - U.N.O. APPLICATION PART # APPROVAL # FLOOR TRUSS THA422 FL10447.22 2 -PLY BEAM HGIJS412 FL11468.10 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM � REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY HELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ml SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TU THE PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S2.1 SHEET 9 OF 16 DOUBLE 2x12 SYP NO.2 2x12 FLOOR JOIST FLOOR SUPPORT LEDGER, „ @ 16 O.C. SEE DETAIL 1 /S2.1 3 -PLY 11.25 LVL J r J Ln Je I N I I I J CL I I HHUS5.5/10 - HANGER EA. END \-OFBEAM V IXE I A ( P. I SIMPSON HUS210 EA I SIDE FASTEN TO BEAM/LEDGER w/30 -16d 'g7& iE TO JOIST w/10 -16d I 1 I / J J L0 I N I � I J 11 I I I I V FIXE D-\ I 2x12 FLOOR JOIST A ( P. @ 12" O.C. > J I L I I N I I I I � I J I d - I I I r7 I I I I 3 -PLY 11.25 L L DOUBLE 2x12 SYP NO.2 FLOOR SUPPORT LEDGEI HANGERS ON JOB ARE AS FOLLOWS - U.N.O. APPLICATION PART # APPROVAL # FLOOR TRUSS THA422 FL10447.22 2 -PLY BEAM HGIJS412 FL11468.10 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM � REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY HELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ml SECOND FLOOR FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TU THE PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S2.1 SHEET 9 OF 16 STRAP BEAM TO POST w/(2) HTS16 III II a m �II mill SEE 11/S6.0 FOR -II CONNECTION BRACKETS, SEE ARCH (3) LOCATIONS SEE 11/S6.0 FOR �II CONNECTION STRAP BEAM 10 POST w/(2) HTS16 2x- SYP #2 PLATE. FASTEN w/ (2) ROWS 5/,"0 A307 CARRIAGE BOLTS (ROUND) HEAD WITH SQUARE NECK) @ 24" O.C. STAGGERED. DETAIL SCALE: 3/4" = V-0" a m 'III Go 6"x6" SYP#2 COLUMN. SET 11" ICF WALL SYSTEM DIRECTLY ON JOIST BELOW. FASTEN w/ 1-#5 VERTICAL TO JOIST w/ (2) CS16 STRAPS @ 24"o.c AND 1-#4 I-] HORIZONTAL @ 32"o.c­\ n • /.' 'I/II//I///Ii//i/i////i�II/III////////////II ///I/////////////////////I/I.I I' I, 'IIIIII/II//II/ •� - -- _ I 1 ■I/////��_'%////////////////Iiiill////._I►//II///II/I/I//I/Ii/iI/IIIliiil////////////////I////////////I/III/I////II • \ Q . III I III X >1 Q \ N � N Cn 0, J W Q z O Q 1= W Z m w HB z O U \ 2x6 S ST \ /' \ BEL BM -15 (2)2x6-1 /1 N I I L-21 L-21 ® L-21 B .. 6"x6" SYP#2 COLUMN. SET DIRECTLY ON JOIST BELOW. FASTEN TO JOIST w/ (2) CS16 STRAPS FLOOR DECK, SEE CONST. SPECS. F. F�. FLOOR EL Y +21'-113/4" NAVD T/BEAM EL +20'-5Y2" NAVD FLOOR JOIST SYSTEM, SEE PLAN STEEL BEAM, SEE PLAN II II (3)2x6 SYP POST BELOW BM -17, STRAP TO BELOW (2)2x6-1 /1 w/ (2)CS16 LI X )2x6-1 III (2 /1 I HUC210-2 Illoo Q (2)2x6-1 /1) '2)2xl /1 2 2x12 B X BM -17 6x6 SYP#2 POST. STRAP HB TO STEEL INFILL BELOW w/(2)CS16 O • OR V. a a _BM_ -18 L N X N (2)2x12 PTv �. L OPEN (2)2 1 0. S P /FOR STAIRS STRINGERS, F N PLIES E / • SIMPSON LSCZ & 6-12d TOE -NAILS CONNECTING STRINGER 11 TO FACE OF (2)2:<l 2 TYP. STRUCTURAL BRACKET SEE 6/S2.0. 9" ICF WALL SYSTEM 10d @ 4" O.C. 2x8 P.T. SYP#2 LEDGER w/ 5/8 "4x10" A.B. @ 16" O.C. FLOOR JOIST, L SEE PLAN STEEL BEAM, SEE PLAN T/BEA�M EL +20'-5Y2" NAvp P- 5/16 "x4"x9" w/(3) 3/4"4 A -325-N BEARING TYPE. EMBEDDED PLATE, SEE PLAN VIEW 2 DETAIL S3.0 SCALE: 3/4" = V-0" a- < J z N (2)2x12 P.T. SYP#2 LEDGER w/5/8" A.B. @ 16" O.C., STAGGERED 0Q I � T L _ L 2x12 FLOOR JOIST @ 12" O.C. e _ SIMPSON HUS210 FASTEN TO HEADER w/30 -16d AND TO JOIST w/10 -13d :s #3 CLOSED _TIES @ 4" O.C. COLUMN, SEE PLAN SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = V-0" ALL CONCRETE BEAM SCHI DULE onCENTER 11x27 CIP CONCRETE BEAM WITH CB 11 3-#6 TOP & BOT., 2-#5 @ #FL15354 MID -DEPTH & #3 CLOSED TIES @ 12"o. c 11x27 CIP CONCRETE BEAM WITH 3-#7 TOP, 6-#7 BOT. CB -2 IN TWO LAYERS, 2-#5 @ BM -14 MID -DEPTH & #3 CLOSED TIES 2-1.75" @ 4"o.c X 16" 11x37 CIP CONCRETE BEAM CB -3 WITH 2-#5 TOP & HOT. ADDITIONAL 3-#5 EA. FACE AT Y4 DEPTHS & #3 CLOSED TIES @ 12"o.c 9" ICF WALL SYSTEM 10d @ 4" O.C. 2x8 P.T. SYP#2 LEDGER w/ 5/8 "4x10" A.B. @ 16" O.C. FLOOR JOIST, L SEE PLAN STEEL BEAM, SEE PLAN T/BEA�M EL +20'-5Y2" NAvp P- 5/16 "x4"x9" w/(3) 3/4"4 A -325-N BEARING TYPE. EMBEDDED PLATE, SEE PLAN VIEW 2 DETAIL S3.0 SCALE: 3/4" = V-0" a- < J z N (2)2x12 P.T. SYP#2 LEDGER w/5/8" A.B. @ 16" O.C., STAGGERED 0Q I � T L _ L 2x12 FLOOR JOIST @ 12" O.C. e _ SIMPSON HUS210 FASTEN TO HEADER w/30 -16d AND TO JOIST w/10 -13d :s #3 CLOSED _TIES @ 4" O.C. COLUMN, SEE PLAN SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = V-0" ALL BEAMS ARE onCENTER LVL 2.0E 13Y BLUELINX APPROVAL #FL15354 BM -13 2-1.75" X 16" LVL 20' BM -14 2-1.75" X 16" LVL 7' BM -15 2-1.75" X 16" LVL 20' BM -16 2-1.75" X 16" LVL 10' BM -17 2-1.75" X 16" LVL 11' BM -18 2-1.75" X 16" LVL 16' Al P_1/2 x12x18 w/(2) ROWS OF (4)5/8"0x6"Ig HEADED STUDS (8 TOTAL) SHOP WELDED D.B.A.'S EMBEDDED IN CONCRETE COLUMN (5" GAGE) VARIES, SEE PLAN STEEL BEAM WEB, 5/16 TYP ANGE NOT SHOWN"SINGLE SHEAR PLATE FOR CLARITY PLAN VIEW SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. [ALL HOLES IN STEEL BEAM SHALL BE DRILLED BY STEFI_ FABRICATOR 11" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 24"o.c AND 1-#4 HORIZONTAL @ 32"o.c 3 -PLY 11.25 LVL • • • • • • • • • • • • • • 2 ----------- ° m HUC410 w/10 -10d LL —1 X TO BEAM & w/ 18—)/4"x13/4" TITEN �N J TO CONCRETE I '.3�N I N o� J CL HSS x xY4' B N 3 -PLY 11.25 LVL I I I 1 ' 3. I 11 2\ W12x30 DROPPED STEEL BEAMs3.o S3.0 III I I III N IN WALL CONIC I ___, COLUMN, SEE 9/S5.0 I I III I I J III I I � ill I I•• I I+ III I III I I I ' I I I III J J POST: 6x6 P.T. SYP#2 III I (TYPICAL (4) PLACES) (3)2x6 SYP POST j I BELOW BM -13, STRAP TO BELOW IN WALL CONICI I N I I w 2 CS16 COLUMN, SEE / ( ) III 8/S5.0 1/ J III I °- (2)2x12-2/2 I N7 L-22=#GB L -2Z ---- -- -- ------ . . . . . . . . . . 3 -PLY 11.25 LVL \\\-HUC410 w/10 -10d TO BEAM & w/ 18-Y4"x13/4" TITEN TO CONCRETE NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: SPLICE ALL MULTI—PLY MICROLAM LVL FLOOR BEAMS/HEADERS TOGETHER w/ 5 ROWS 16d MNG SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FRAMING NOTE: GENERAL NOTE: SPLICE ALL MULTI—PLY FLOOR CONTRACTOR TO COORDINATE HEADERS TOGETHER w/ 4 ROWS 12d LOCATION OF FRAMING MEMBERS WITH COMMON WIRE NAILS @ 12" O.C., HVAC DUCT WORK AND ELECTRICAL EACH LAYER FIXTURE LOCATIONS. 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/ 2 ROWS 3/8"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. STEEL BEAM, SEE PLAN 8x8xY2" CAP PLATE I I I w/(4) 3/4" THRU BOLTS & WASHERS I I I I I I I HSS 4x4x_ SEE PLAN SECTION SCALE: 3/4" = 1'-0" T/BEAM EL +20'-5Y2" NAVD \Y2" SHEAR PLATE EA. SIDE a INDICATES INTERIOR BEARING WALL _= INDICATES HEADER BEAM INDICATES ICF BEARING WALLS, SEE STRUCTURAL SHEET S5.0 L_# INDICATES ICF LINTEL BEAM, SEE STRUCTURAL SHEET S5.1 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/ 2 ROWS 3/8"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. w t 1' R VISION BP# S - 00/0 DATE / q'r SIGNED filtly STEEL BEAM, SEE PLAN T/BEAM EL +20'-5Y2" NAVD \Y2" SHEAR 8x8xY2" CAP PLATE I PLATE EA. SIDE w/(4) 3/4" THRU BOLTS & WASHERS 1 4" I I HSS 4x4x_ SEE PLAN SECTION SCALE: 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM REVISIONS DATE BLDG. DEPT. 01.31.18 COMMENTS FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z LLj u- Uj �QU Uj Q �m U iy w U Z �NQ w�� Z Q SECOND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EOTt PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CH ECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S3.0 SHEET 1 O OF 16 6"x6" SYP#2 COLUMN. SET 11" ICF WALL SYSTEM DIRECTLY ON JOIST BELOW. FASTEN w/ 1-#5 VERTICAL TO JOIST w/ (2) CS16 STRAPS @ 24"o.c AND 1-#4 HORIZONTAL @ 32"o.c STRAP BEAM TO B (2)2x12- .?/2 . POST w/(2) HTS16 L-21 L-21 L-2 III u III � II m Q II CID(n III III c1 B CN J J w 0- Q SEE 11/S6.0 FOR II z m CONNECTION �II I O Q � W z II Ha z II OVC— O U 2x6 S ST XBEL BM -15 ii (3)2x6 SYP POST BRACKETS, SEE ARCH co (2)2x6-1/1 BELOW BM -17, (3) LOCATIONS N STRAP TO BELOW tu w/ (2)CS16 � ((2)2x6-1 /1 ® `o IIIA (2)2x6-1 /1 I Illm +�e I (2)2x6-1/13 2)2x 1 /1 SEE 11/S6.0 FOR LVL E EAM a BM -17 CONNECTIONV B • II 6x6 SYP#2 POST. STRAP a TO STEEL INFILL BELOW 0 m N w/(2)CS16 1 OR V. � III I VIII III X a a BM -18 °O II CN L N N STRAP BEAM TO r ? POST w/(2) HTS16 a v (2)2x12 PTv cv II OPEN I (2)2):120. P P FOR STAIRS L-21 L-21,EQ1 L-21 SRI G R F S N L-2 L-22 B .. PIE E X1.. SIMPSON LSCZ & 6-12d TOE -NAILS CON ECTING STRINGER 6"x6" SYP#2 COLUMN. SET TO FACE OF (2 2x12 TYP. STRUCTURAL DIRECTLY ON JOIST BELOW. BRACKET FASTEN TO JOIST w/ (2) CS16 SEE 6/S2.0. STRAPS FLOOR DECK, SEE CONST. SPECS. F.F. FLOOR EL +21'-113/4" NAVD 2x_ SYP #2 PLATE. FASTEN w/ (2) ROWS 5/,,"0 A307 CARRIAGE BOLTS (ROUND HEAD WITH SQUARE NECK) @ 24" O.C. STAGGERED. DETAIL SCALE: 3/4" = V-0" J� T/BEAM EL +20'-5Y2" NAVD IT SYSTEM, SEE PLAN STEEL BEAM, SEE PLAN CCONCRETE BEAM SCHEDULE 11x27 CIP CONCRETE BEAM WITH CB -1 3—#6 TOP & BOT., 2—#5 @ MID—DEPTH & #3 CLOSED TIES @ 12"o. c 11x27 CIP CONCRETE BEAM WITH 3—#7 TOP, 6—#7 BOT. CB -2 IN TWO LAYERS, 2—#5 @ MID—DEPTH & #3 CLOSED TIES @ 4"o. c 11x37 CIP CONCRETE BEAM CB -3 WITH 2—#5 TOP & BOT. ADDITIONAL 3—#5 EA. FACE AT Y4 DEPTHS & #3 CLOSED TIES @ 12"o.c 9" ICF WALL SYSTEM 10d @ 4" O.C. 2x8 P.T. SYP#2 LEDGER w/ 5/,,"0x10" A.B. @ 16" O.C. FLOOR JOIST, SEE PLAN STEEL BEAM, SEE PLAN T/BEAM EL +20'-5Y2" NAVD P- 5/16%4"x9" w/(3) 3/4"0 A -325-N BEARING TYPE. SECOND LEVEL WALL FRAMING PLAN SCALE: 1/4" = V-0" a- 11/2 x12x18 w/(2) ROWS OF Q (4)5/8"Ox6"Ig HEADED STUDS z (8 TOTAL) SHOP WELDED D.B.A.'S EMBEDDED IN N (2)2x12 P.T. SYP#2 CONCRETE COLUMN (5" GAGE) LEDGER w/5/g" A.B. @ 16" O.C., STAGGERED dv s. o Q VARIES, z SEE PLAN STEEL BEAM WEB, 5/16 TYP FLANGE NOT SHOWN SINGLE SHEAR PLATE 2x12 FLOOR FOR CLARITY PLAN VIEW JOIST @ 12" O.C. _ SIMPSON HUS210 FASTEN TO HEADER w/30 -16d AND TO JOIST w/10 16d :s #3 CLOSED TIES �. @ 4" O.C. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. CONC. COLUMN, EMBEDDED PLATE, SEE PLAN ALL HOLES IN STEEL BEAM SHALL SEE PLAN VIEW BE DRILLED BY STEEL FABRICATOR 2 DETAIL S3.0 SCALE: 3/4" = V-0" 11" ICF WALL SYSTEM w/ 1-#5 VERTICAL @ 24"o.c AND 1-#4 HORIZONTAL @ 32"o.c 3 -PLY 11.25 LVL . . . . . . . . . . . . . . F17- 2 -- -- -- -- -- - ° m HUC410 w/10 -10d TO BEAM & w/ 18-)4"X13/4" TITEN ` TO CONCRETE 8 I O 8 HSS X xY4' c•� 3—PLY 11.25 LVL � I I --— W12x30 DROPPED STEEL BEAM S3.0 53.0 III III IN WALL CONIC COLUMN, SEE -Z I 9/S5.0 I III I III I I I I IU I • I I+ III III I I I N J J L0 cV a_ n III \_ POST: 6x6 P.T. SYP#2 > (TYPICAL (4) PLACES) I > (3)2x6 SYP POST III i I J BELOW BM -13, IN WALL CONICI I N STRAP TO BELOW I I w 2 CS16 COLUMN, SEE / ( ) III 8/S5.0 I I ' J III I � C(2)2x12-2/2) \ rnI L-22 �E3 L-22�-------------- . . . . . . . . . . . 3 -PLY 11.25 LVL HIJC410 w/10 -10d TO BEAM & w/ 18-)4"x13/4" TITEN TO CONCRETE NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMENSIONS SHOWN FOR GENERAL LAYOUT. NOTE: SPLICE ALL MULTI—PLY MICROLAM LVL FLOOR BEAMS/HEADERS TOGETHER w/ 5 ROWS 16d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FRAMING NOTE: GENERAL NOTE: SPLICE ALL MULTI—PLY FLOOR CONTRACTOR TO COORDINATE HEADERS TOGETHER w/ 4 ROWS 12d LOCATION OF FRAMING MEMBERS WITH COMMON WIRE NAILS @ 12" O.C., HVAC DUCT WORK AND ELECTRICAL EACH LAYER FIXTURE LOCATIONS. 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/ 2 ROWS 3/8"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. STEEL BEAM, SEE PLAN T/BEAM EL +20'-5Y2" NAVD 8x8xY2" CAP PLATE) I I �)2 SHEAR w/(4) 3/4" THRU I I PLATE EA. SIDE BOLTS & WASHERS I I I I I I 1 4" I I I I HSS 4x4x_ SEE PLAN SECTION SCALE: 3/4" = 1'-0" INDICATES INTERIOR BEARING WALL _= INDICATES HEADER BEAM INDICATES ICF BEARING WALLS, SEE STRUCTURAL SHEET S5.0 L_# INDICATES ICF LINTEL BEAM, SEE STRUCTURAL SHEET S5.1 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/ 2 ROWS 3/8"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. 8x8xY2" CAP PLATE] w/(4) 3/4" THRU BOLTS & WASHERS HSS 4x4x_ SEE PLAN SECTION STEEL BEAM, SEE PLAN J� T/BEAM EL +20'-5Y2" NAVD \_Y2" SHEAR I PLATE EA. SIDE I I I � " 4 I I SCALE: 3/4" = 1'-0" Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z LLj LL LLJ Lf) LIJ 1: Q U LLJ 00 � jwU > cc F.Z OBJ =F_ Q SECOND LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S3.0 SHEET 10 OF 16 I 2x8 OVERFRAME LEDGER W C O.C. SEE DETAIL 24" OC 2x/4 PO Y WALL 24" -O.0 RlD 24" OC 2x6 OVE FRAME LEDGER w/2x6 RAFTERS © 24" O.C. SEE DETAIL 1Q1Siz.,1 ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX APPROVAL #FL15354 IDGE FAS BM -13 2-1.75" E CH X 16" LVL 20' BM -14'' 2-1.75" X 16" LVL 7' BM -15 2-1.75" X 16" LVL 20' BM -16 2-1.75" X 16" LVL 10' jgWjjAjjWS 2-1.75" X 16" LVL 11' Rid -18_2-1.75" X 16" LVL 16' ".11 I'm e 117' MEN , m NS 2H14AR - U.N. IE APPLICATION B LOW IDGE FAS N E CH D w (5)1 d HANGERS ON JOB ARE AS FOLLOWS - U.N. APPLICATION PART # APPR VAL # 1—PLY TRUSS HTU26 FL1 C655.8 FLOOR TRUSS THA422 FL1 Q447.6 2—PLY BEAM HGUS414 FL1 531.3 N .�01 00 N LL - Lei (2)HTS16 )HTS VAC IXE HAS (T) �IlUOPENFOR STAIRS K! - THIRD FLOOR FRAMING PLAN SCALE: 1/4" = V-0" 0111,11m m FI 0 DOUBLE 2x12 SYP NO.2 FLOOR SUPPORT LEDGER, SEE DETAIL 1/S2.1 3–PLY 11.25 LVL (2jIfITS1 INS LIJ TYP. S2.0 Em t 2x12 FLOOR JOIST @ 16" O.C. zi� I I I. +�--------- -- ---- I 3–PLY 11.25 LVL DOUBLE 2x12 SYP NO.2 FLOOR SUPPORT LEDGER, SEE DETAIL 1/S2.1 J > J N I I I J I I M HHUS5.5/10 HANGER EA. END OF BEAM SIMPSON HUS210 EA SIDE FASTEN TO IX BEAM/LEDGER w/30 -16d & TO JOIST w/10 -16d 1 I J > J LO I N J a - I I I) I 2x12 FLOOR JOIST @ 12" O.C. I � J LO I N I J I N7 POST: 6x6 P.T. SYP#2 (TYPICAL (4) PLACES) Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A,COM i•tai\ ENS4 ee A N No, 633. N , AT . N 4y'lot;`ctl REVISIONS DATE E. BALCONY 07.20.15 FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOC:IATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. U � Z LL] � Q <>UT � =w U m wwU > m h- 0cp LLJ NQ I Q "' a-_ I 3 do e - THIRD FLOOR FRAMING PLAN L NOT SCALE DIMENSIONS FROM E DRAWINGS. IF A DIMENSION 15 UNCLEAR REFER TO THE CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S3.1 SHEET 11 OF 16 FOR RAISED HEADERS, STRAP THE TOP PLATE TO HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5T STRAPS SECOND STORY TOP PLATE ELEV. TOP PLATE TO STUD H2.5 T @ 32" ON—CENTER---/ 11 HEADER TO JACK STUD MS24 STRAP EACH SIDE OF HEADER STUD TO LOWER FRAMING: MS24 OR CS16 STRAP_ @ 32" ON—CENTER 2 MS24 OR CS16 STRAP EACH END OF WALL SEGMENT 2ND FLOOR ELEV. KING STUD TO LOWER FRAMING 2 MS24 OR CS16 STRAPS SIMPSON H2.5T TOP & BOT. OF CRIPPLE STUD @ 32" O.C. HA4 AT ROOF FRAMING ROOF FRAMING CONVENTIONAL STRAPPING TO BEAM BELOW SCALE: 3/4" = 1'-0" TOP PLATE TO STUD H2.5T @ 32" ON—CENTER SECOND STORY TOP PLATE ELEV. STUD TO LOWER FRAMING: MSTA48 OR CS16 STRAP _ @ 32" ON—CENTER 2ND FLOOR ELEV. 1 ST FLOOR TOP PLATE ELEV. FULL HEIGHT ANCHOR J Q OI Q \ � N Cncj:� J w Qw z� O Q I— W Z m Li >o zI— O U (2)2x6-1 /1 2)2x4 SPF#2 POST TRAP w/ (2)CS16. .�' N 9F WALL SYSTEM 00 W/ 1—#5 VERTICAL @ 24"o.c AND 1—#4 HORIZONTAL @ 32"o.0 L-3 L-3 . . . . . . . . . . . . . . . . I N III IF IIIII III IIII \ / N IIIII I IIII O 1 � I I IIII III J 1 III IIII IIIII III I Q m > C' III III m IIII III III 10IIII¢ IIII I (2)2 F2 P T ° STR �( C 6. . Is III IIIII IIII III ® IIIII I � m 2 V z"„,I �I I I IIIII Q POST STRAP w/ (2)CS1 3. 1 III w M71 N III Q \ III IIIII G.T IIIII (2 x6—Willi IIIII = = IIII cn � J m Q J O Q I— w 0 II Q IIIII IIIII w m 0 �I POST STIRAP IIIII IIIII w 2 C Q \ ov ccLrw Q IIIII IIIII IIII IIIII oQ 1= w zm w > O Z L-3 (2)2x6-1 /1 L-3 w� —#5 VERTICAL -f 4"ox AND 1—# HORIZONTAL @ 32"o.c ROOF FRAMING_ UPLIFT CONNECTOR SIDE OF / H2.5T TOP & BOT. OF HEADER L CRIPPLE STUD @ 32" 11 O.C. (2)gSTA48 OR CS16 STRAPS 2 CONVENTIONAL STRAPPING OVER HEADER S4.0 SCALE: 3/4' 1'-0" THIRD LEVEL WALL FRAMING PLAN SCALE: 1/4" = 1'-0" 9" ICF CORNER COLUMN, / SEE DETAIL 11 S5.1 2—PLY 11.25 LVL _ J J SEE 1/S4.0 `n ' N I I JI a- PROVIDE 2—#6 VERTICAL EA FACE EA SIDE OF =�I h 9" ---L SYSTEM w 1—#5 VERTICAL @ 24"o.c AND 1—#4 HORIZONTAL @ 32"o.c o NOTE: SEE ARCHITECTURAL PLANS AND WINDOW/DOOR MANUFACTURERS REQUIREMENTS FOR ACTUAL ROUGH OPENING DIMENSIONS. NOMINAL DIMEN`;IONS SHOWN FOR GENERAL LAYOU I. 172 G.T ABOVE rl\VVIVL /--.V VLI\ w"l -1L OPENING, SEE 7/S5.0 SIM/ I I 3—PLY 11.25 LVL � IC� CORNER COLUMN, SEE DETAIL 1111 / NOTE: SPLICc ALL MULTI—PLY MICROLAM LVL FLOOR BEAMS/HEADERS TOGETHER w/ 5 ROWS 16d RING SHANK COMMON WIRE NAILS @ 12" O.C., EACH LAYER FRAMING NOTE: GENERAL NOTE: SPLICE ALL MULTI—PLY FLOOR CONTRACTOR TO COORDINATE HEADERS TOGETHER w/ 4 ROWS 12d LOCATION OF FRAMING MEMBERS WITH COMMON WIRE NAILS @ 12" O.C., HVAC DUCT WORK AND ELECTRICAL EACH LAYER FIXTURE LOCATIONS. NOTE: ALL EXTERIOR CONNECTORS & FASTENERS SHALL BE STAINLESS STEEL. m m. INDICATES INTERIOR BEARING WALL _= INDICATES HEADER BEAM INDICATES ICF BEARING WALLS, SEE STRUCTURAL SHEET S5.0 L_# INDICATES ICF LINTEL BEAM, SEE STRUCTURAL SHEET S5.1 Lou Pontigo and Associates, Inc. 420 Osceola Avenue I x. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS ,@ LP-A.COM s� r s"z�dMii�iA'g�'�`'s 3kn LUIS A PONTIGO FL. PE # 53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z Lj LL 0>U Q �m U LLJwU > cc �-Z O BJ = Q THIRD LEVEL WALL FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S4.0 SHEET 12 OF 16 UPLIFT CONNECTOR A ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 15/32", 32/16", APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). TYPICAL P.T. PLATE P.T. SYP#2 EXPOSED 2x10 P.T. SYP#2 TOP. P.T. w/ 1/2"0 x12" A.B. PLATE. NII Illmlmlmlmlmlml=l�l� OR ROOF TRUSS 1/2"0 THREADED ROD\ IN -NON-STRUCTURAL, DRILLED & EPDXIED 1-#4 HORIZONTAL AT UPLIFT SOFFIT SEE ARCH. w/ 8" EMBEDMENT TOP OF WALL SEGMENT. CONNECTOR a EXTEND SHEATHING ►������.�.�.�.�►.�..►�.�.��.��.�.�.���./ AT (TYPICAL) SYP#2 VERTICALLY TO TOP 24" O.C. w/ 2x2x12" 2x- BLOCKINI � BETWEEN BLOCKING/CLOSURE FASTEN OF TRUSS AS SHOWN. PLATE WASHER. ICF WALL. TRUSSES & RAI I ER TAILS. PROVIDE 2x4 BLOCKING RIP II�II�II■II�IIIII�II�II' J& AT HORIZONTAL JOINTS. FASTEN TO TOP PLATE w/ TRUSSES WITH HEEL > 1'-0" 10d TOENAILS @ 4" O.C. ROOF AND WALL FRAMING • 5 S4.1 SEE SHEET S3.1 FOR ROOF FRAMING THIS AREA ALL BEAMS ARE onCENTER LVL 2.0E BY BLUELINX APPROVAL #FL15354 BM -19 3-1.75" X 9.25" LVL 14' SEE 3/S4.1 FOR DORMER TAILS @ CORNER (TYP) I I I I I y I I I I I I I w I I I K67 1 I I S4.1 I I I I I I I I L K66 RAFTERS @ 24" O.C. QD CD -2---P L X FASTEN HIP AND RIDGE / TOGETHER w/LS70 CLIP- (3) LIP (3) TOTAL 24" OC HTSM16 J H I SM16 0 C\1 CD ROOF FRAMING PLAN SCALE: 1/4" = 1'-)" SPLICE 2"x4" x 4'-6" P.T. SYP#2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS @ 24" O.C. NII Illmlmlmlmlmlml=l�l� ROOF TRUSS IN UPLIFT SIMPSON I CONNECTOR SII° u�� IIIII ►������.�.�.�.�►.�..►�.�.��.��.�.�.���./ EACH RAF 2"x4" P.T. SYP#2 I I 2x- BLOCKINI � BETWEEN BLOCKING/CLOSURE FASTEN I/nil • TRUSSES & RAI I ER TAILS. w/ 3-12d TOE NAILS. RIP II�II�II■II�IIIII�II�II' J& FASTEN TO TOP PLATE w/ ILII 10d TOENAILS @ 4" O.C. DOWN TO REQUIRED DEPTH '�` • • ���i,�i�l & 3-10d TOI-NAILS EA. Al TYPICAL P.T. PLATE END. (2)2x8 P.T. SYP#2 w/1/2"0 x12" A. B. OR '/2"0 THREADED RODDRILLED & 1 %%5Y2" P.T. EXPOS RAFTER TAILS @ ■ ■1 EPDXIED O.C. M w/ 8" EMBEDMENT _ ►:-� SEE AT 2x4 VERTICAL SCAB. I ARCH 24"o.c w/ 2x2xY8" LATE WASHER TO RAFTER w/6 -10d CO SEE 1 /S4.1 FOR ►111 ROOF TRUS CONN. NOTCH RAFTER TAIL TO ACCEPT FLATWI SE 2x6 N 0.2 SYP. FASTEN 2x6 TO RAFTER TAIL W/ 3-12d FACE NAILS 2x4 N 0.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-10d TOE NAILS. FASTEN TO 2x6 W/ 1-12d SECTION RAFTER TAILS @ CORNERS DETAIL 2 RAFTER TAIL DETAIL S4.1 2x6 N 0.2 SYP FLATWI SE EDGE OF HANGERS ON JOB ARE AS FOLLOWS - U.N.O. APPLICATION PART # APPROVAL It 1 -PLY TRUSS HTU26 FL10655.8 2 -PLY TRUSS HGUS262 FL10655.1 SKEWED TRUSS SUL/R26 FL10655.35 TRUSS STRAPPING NOTES 1. 9"/11" ICF - H3 2. 2x WOOD - H2.5T 3. REMOVE FOAM AS NECESSARY FOR TWIST STRAPS 1 S4.1 SYMBOLS LEGEND HETALI6 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)HETALI6 EMBED STRAP CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET S0.0. 4. FOR GIRDER TRUSS UPLIFTS, SEE DETAIL 3/S1.6 5. WHEN USING CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 1�1�1■I�I�I�I�I■I�I�III�II�I��II • • NII Illmlmlmlmlmlml=l�l� SII° u�� IIIII ►������.�.�.�.�►.�..►�.�.��.��.�.�.���./ _ i i I I I I I/nil • I' II�II�II■II�IIIII�II�II' ILII II '�` • �L,, ���i,�i�l I'RAI• ■ ■1 _ ►:-� �� ►111 oil% � I' �' ��1 �/ n, �I�I��I�I IIIIII II 1�1� D �11, r �I_�■11■III_I_�I_I■�Il�llll_I_�I�_lll��lla.. _ �II/ 1I _ IIII BlipC ON'fir. EA' Irl � ISM� PIN MEM ••, Ali, minim �► _ . �► _ !I �� -" �� ,. 1 illi ji ST • O I I f -��� • [mil, •� �- � oil Wli -!111,1 I ,. - I Q011 ► II L _Jii' IbL mini �� II �I ► ... IIS -I .I al - �� ��LJ L� ��� � �, i' �► -�� -'i; �I■�■I�I�u�\ -ilii I► 11 I .II 1�, / I - - ---� 11 �.I�ILIIIL11-1-■LIIII�11lI�SI /, ., 11� HIM II �IvZ.. 1"I�►_Iii„ L70 2x6 SPF#2 ROOF RAFTERS @ 16" O.C. SOF RAFTERS 2.2x6 SYP#2 BLOCKING BETWEEN RAFTERS w/4 -10d TOENAILS EACH SIDE. STAGGER BLOCKING 6" BETWEEN RAFTERS ,ETERS RAFTER TAILS NOT ALIGNED 3 WITH RAFTERS S4.1 NOTCH RAFTER TAIL TO ACCEPT FLATWISE 2x6 NO.2 SYP. FASTEN 2x6 TO RAFTER TAIL W/ 3-12d FACE NAILS \-2x4 N 0.2 SYP FASCIA. FASTEN TO RAFTER TAIL W/ 2-10d TOE NAILS. FASTEN TO 2x6 W/ 1-12d 10' MN U.O.N. PLAN IEW I.[:�'1 SEE DETAIL 4/S1.4 FOR EXPOSED RAFTERS NOT ALIGNED WITH ROOF RAFTER EDGE OF I WALL ■ X 0"A 1 S4.1 17/8"x5Y2" P.T. EXPOSED RAFTER TAILS @ 24" O.C. MAX. FASTEN TO RAFTERS w/2 -ROWS OF 10d COMMONS @ 6" O.C. 3 S1.4 2x_ BLOCKING BETWEEN TRUSSES & RAFTER TAILS. FASTEN TO TOP PLATE w/ 10d TOENAILS @ 4" O.C. & 3-10d TOENAILS EA. END. RAFTER TAILS AT CORNERS U U U Lou PontiBo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ I.P-A.COM % 011, M N,Z.533 a N � o ;a ;STA; : - A" s` ` #� N REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PR)OR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U � Z uj LL LLI �QU Lu =w U m wwU 0cp j NQ I Q ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS CM2 ee CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S4.1 SHEET 1 3 OF 16 5/8" CDC PLYWOOD ROOF SHEATHING. FASTEN w/ 8d RING SHANK COMMON WIPL NAILS @ 4" O.C. EDGE AND @ 6" O.C. FIELD SPLICE 2"x6" x 4'-6" P.T. SYP#2 EXPOSED RAFTER TAIL TO EACH ROOF TRUSS @ 24" O.C. UPLIFT CONNECTOR ROOF TRUSS 2"x6" P.T. SYP#2 3,0 BLOCKING/CLOSURE FASTEN .w/• 5-12d TOE NAILS. RIP DOWN TO REQUIRED DEPT EL. SEE ARCH SEE TYPICAL P.T. PLATE ARCH (2)2x8 P.T. SYP#2 w/'/2 "O x12" A.B. OR 1-#5 HORIZONTAL AT TOP '/2"0 THREADED ROD DRILLED & EPDXIED OF WALL SEGMENT w/ 8" EMBEDMENT AT 9" ICF WALL SYSTEM w/ 24"o.c w/ 2x20/8" PLATE WASHER 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 24" O.C. FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL SHEET SX FOR ICF WALL LAYOUT EL. SEE ARCH ADD 1-#5 CONTINUOUS AT LEDGER LOCATION 9" ICF WALL SYSTEM w/ 4" CONCRETE CORE w/ 1-#5 VERTICAL @ 24" O.C. FILL SOLID w/ 3000 psi CONCRETE. SEE STRUCTURAL SHEET SX FOR ICF WALL LAYOUT 24" DE LP ICF LINTEL AROUND PERIMETER OF BUILDING. EL. SEE ARCH ADD 1-#5 CON 1IN000S- AT LEDGER LOCATION 1 pc SIMPSON ICFVL AND 1 pc SIMPSON- ICFVL-W LEDGER CONNECTOR SYSTEM w/ 8pcs ICF -D3.62 SCREWS @ 24" O.C. DOUBLE 2"x12" SYP No.2 FLOOR SUPPORT - LEDGER w/ SIMPSON LEDGER CONNECTOR SYSTEM NOTE: WATERPROOFING AND FLASHING DESIGNED BY OTHERS 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 FLOOR SYSTEM DESIGN CRITERIA: FLOOR DEAD LOAD = 15psf FLOOR LIVE LOAD = 40psf 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 TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD X20" PRE-ENGINEERED SYSTEM T� TOP CHORD BEARING WOOD FLOOR TRUSSES @ 24" O.C. SEE FLOOR FRAMING PLAN 5/g" TYPE "X" GYPSUM DRYWALL CEILING 2pcs 2"x4" SYP NO.2 FLAT BLOCKING IN-BETWEEN FLOOR TRUSSES. FASTEN TO WALL LEDGER w/ 12d TOENAILS @ 4" 0.0 DBL 2"x12" P.T. SYP No.2 LEDGER w/SIMPSON LEDGER SYSTEM �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 TRUSSES w/ 10d COMMON WIRE NAILS @ 4" O.C. EDGES AND 6" O.C. FIELD \-20" PRE --ENGINEERED SYSTEM 42 TOP CHORD BEARING WOOD FLOOR TRUSSES @ 24" O.C. SEE FLOOR FRAMING PLAN 11" ICF WALL SYSTEM w/ a.' 2pcs 2"x4" SYP NO.2 FLAT BLOCKING 6" CONCRETE CORE w/ IN-BETWEEN FLOOR TRUSSES. FASTEN TO 1-#5 VERTICAL @ 24" O.C. 4 WALL LEDGER w/ 12d TOENAILS @ 4" 0.0 FILL SOLID w/ 3000 psi CONC. SEE STRUCTURAL SHEET S2.0 FOR ICF WALL 1-#4 HORIZONTAL @ 32" O.C. LAYOUT ALTERNATE SIDE ORIENTATION EL. SEE ARCH i. a 74" 12"x30"w CONCRETE FOOTING w/ 3-#5 CONT., FOOTING SHALL 91, BE CENTERED BENEATH 8" CMU STEMWALL ��5 DOWEL 3" CLEAR M 2'-6" WALL SECTION Et LEVELS SCALE: 1/232 = 1'-0" '/2" PLYWOOD SHIM STRIP AS REQUIRED FLOOR TRUSS 2x6 SYP#2 PLATE RIPPED TO MATCH WIDTH OF STEEL BEAM. FASTEN w/ 2 ROWS 3/8"0 CARRIAGE BOLTS @ 12" O.C. STAGGERED. BEAM PER PLAN STEEL BEAM PER PLAN \_HHUS410 HANGER PROVIDE SOLID 2x_ SYP#2 CUT TO FIT INSIDE BEAM FLANGES AS SHOWN. FASTEN TO STEEL BEAM w/ 2-5/8"0 A325@ 16" O.C. STAGGERED THRU BOLTS w/ WASHERS. 11 WOOD BEAM TO STEEL CONNECTION SCALE: 3/4" = 1'-0" 11" ICF WALL DETAILS OPENINGS TO 3'-6" WIDE, PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL EACH SIDE OF OPENING. @ 24" O.C., LOCATE BAR AT CENTER SEE PLAN OF WALL AS SHOWN. N 3 11 ICF WALL WINDOW/DOOR FORM, SEE ROUGH OPENING UP TO 3'-6" MAX., FLOOR PLANS SEE PLAN PLAN VIEW AT TYPICAL 11 " ICF WI DOW DOOR OPENING UP TO 3'-6" WIDE UP TO 10'-0" WALL HT. 2 DETAIL S5.0 S ;ALE: 3/4" 9" ICF WALL DETAILS OPENINGS TO 3'-6" WIDE, FOR OPENING OVER PROVIDE 1-#5 VERTICAL 1-#5 VERTICAL EACH SIDE OF OPENING. @ 24" O.C., 3'-6" TO 6'-4" WIDE, PROVIDE 2-#5 VERTICAL LOCATE BAR AT CENTER SEE PLAN EACH SIDE OF OPENING OF WALL AS SHOWN. N i 9" ICF WALL WINDOW/DOOR N FORM, SEE #4 HORIZONTAL FLOOR PLANS ROUGH OPENING UP TO 3'-6" MAX., @ 32" O.C. SEE PLAN PLAN VIEW AT TYPICAL 9" ICF WINDOWZDOOR OPENING UP TO 3'-6" WIDE UP TO 10'-0" WALL HT. DETAIL SCALE: 3/4" = 1'-0" FOR OPENING OVER 3'-6" 2"x10" P.T. SYP N0.2 1-#5 VERTICAL FOR OPENING OVER 6'-4 TO 6'-4" WIDE, PROVIDE WINDOW/DOOR BUCK, TO 9'-4" WIDE, PROVIDE TYPICAL @ 24 O.C., 2- 5 VERTICAL EACH FACE, 2-#5 VERTICAL EACH SIDE SEE PLAN N # OF OPENING. 9" ICF WALL-/WINDOW/DOOR FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 6'-4-" MAX., SEE PLAN PLAN VIEW AT TYPICAL 9" ICF INDOW/DOOR OPENING UP TO 6'-4" WIDE UP TO 10'-0" WALL HT. 5[DETAIL S5.0 SCALE: 3/4" = 1'-0" 1-#5 VERTICAL @ 24" O.C., SEE PLAN 16 4 �`'� c- 11" ICF_j WALL SYSTEM #4 HORIZONTAL 11"x16" CONCRETE @ 32" O.C. COLUMN w/ 3-#5 VERTICAL EACH FACE & #3CLOSED TIES @ 6" O.0 11 "x16" IN -WALL CONCRETE 8 ETA I L S5.0 SCALE: 3/4" = 1'-0" 2x6 SYP#2 PLATE [RIPPED TO MATCH WIDTH OF STEEL BEAM. FAST( ROWS %"0 CARRIAGE 0LTS @ ST/ FLOOR TRUS STEEL BEAM PER PLAN 1/9" PLYWOOD SHIM D AS REQUIRED JEEL BEAM PER 'I AN. PLATE 12 CONNECTION DETAIL S5.0 SCALE: 3/4" = V-0" EACH SIDE OF OPENING. N ------------- 2"x12" P.T. SYP NO.2 1-#5 VERTICAL WINDOW/DOOR BUCK, @ 24" O.C., TYPICAL SEE PLAN N 6„ 3 `v 11 ICF WALL - WINDOW/DOOR #4HORIZONTAL FORM, SEE @ 32" O.C. FLOOR PLANS ROUGH OPENING UP TO 6'-4" MAX., 2"x12" P.T. SYP NO.2 1-#5 VERTICAL OH GARAGE DOOR BUCK, @ 24" O.C., TYPICAL SEE PLAN N °. °. • • • ° • y ° Cfl 6" 3' 11 ICF WALL H GARAGE DOOR N #4 HORIZONTAL FORM, SEE # 32" O.C. FLOOR PLANS ROUGH OPENING UP TO 9'-4" MAX., #4 HORIZONTAL SEE PLAN @ 32 O.C. PLAN VIEW AT TYPICAL 11" ICF WINDOW/DOOR OPENING UP TO 9'-4" WIDE UP TO 10'-0" WALL HT. SEE DETAIL 11/S5.0 FOR CONNECTION EE PLAN AT 'IGHT DETAIL SCALE: 3/4" = 1'-0" WALL #4 HOF @ 32" O.C. 2-#5 VERTICAL EACH FACE, (4) Y2" THRU II BOLT II ofor '0110 PLAN VIEW 4-#5 VERTICAL EACH FACE & #3 CLOSED TIES @ 8" O.0 11 "x24" IN -WALL CONCRETE DETAIL SCALE: 3/4" SEE PLAN PLAN VIEW AT TYPICAL 11" ICF WINDOW,DOOR OPENING UP TO 6'-4" WIDE UP TO 10'-0" WALL HT. DETAIL SCALE: 3/4" = 1'-0" N CD Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP- A.COM #4 HORIZONTAL @ 32" O.C. °• STkiM F ' o let W+IJ�t it�iNY'�°` LU1eX! PONTIGO FL. PE # 53311 FOR OPENING OVER 6'-4" TO 7'-8" WIDE, 2"x10" P.T. SYP 1-#5 VERTICAL 4 PROVIDE 2-#5 VERTICAL NO.2 WINDOW/DOOR @ 24"o.c, EACH FACE, EACH BUCK, TYPICAL SEE PLAN SIDE OF OPENING � z N r5�< 00 z w 0) • • • ° 9" ICF WALL 6 " 3' WINDOW/DOOR N FORM, SEE FLOOR PLANS ROUGH OPENING UP TO 7'-8" #4 HORIZ. MAX., SEE PLAN @ 32"o.c PLAN VIEW AT TYPICAL 9" ICF OH DOOR OPENING UP TO 7'-8" WIDE ALL HOLES IN UP TO 10 -0 WALL HT. SEE PLAN FOR LOCATION OF BEAM SPAN. DETAIL SCALE: 3/4" = 1'-0" 13" 8'/2 "x13" CONCRETE COLUMN w/ 4-#5 VERTICAL & #3 CLOSED TIES @ 6" O.C. 2"x12" P.T. SYP No.2 • DOORBUCK 00 •d • ° INSTALL 6pcs '/20 x 8" HOT -j INTERIOR DIPPED GALVANIZED ANCHOR BOLTS @ 24" O.C. MAX. w/ 2"x2"x'/8" PLATE WASHER AT INTERIOR FACE OF DOOR 2"x8" P.T. SYP N0.2 OPENING EACH SIDE TO RECEIVE PLATE 2"x8" P.T. SYP NO.2 PLATE 81/2 "x13" IN -WALL CONCRETE COLUMN AT OH GARAGE DOOR DETAIL SCALE: 3/4" L1'/2 x1'/2 x'/4 VERT. WEB REINFORCING EACH SIDE OF STEEL BEAM (LEFT & RIGHT OF NEW OPENING) B A B A 4'-4" I. SECTION SCALE: 3/4" = 1'-0" REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ICF AND MISC. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E O P PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET SHEET 1 4 OF 16 4 � z r5�< 00 z w o L11/x11/2x1/4" HORIZ. 2t-01' OPENING WEB REINFORCING EACH A- A B- B SIDE OF STEEL BEAM (TOP & BOT OF NEW OPENING) ALL HOLES IN STEEL BEAM SHALL SEE PLAN FOR LOCATION OF BEAM SPAN. BE DRILLED BY STEEL FABRICATOR HOLE ALONG ANGLE REINFORCING AT HOLE IN STEEL BEAM SECTION SCALE: 3/4" = 1'-0" REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL HELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ICF AND MISC. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E O P PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET SHEET 1 4 OF 16 9„ HI 9" ICF FORM ABOVE 1-#5 VERTICAL DOWELS @ 14" O.C. N f r, SECTION SCALE: 3/4" = 1'-0" 1 pc 2"x10" P.T.SYP No.2 wlNnnw/nnOR RUCK INITFRInR CO @ 24" O.C., FILL SOLID 2-#5 HORIZONTAL Q � J . @ 32" O.C. AT TOP, CONTINUOUS Z :DQ HEX HEAD LAG SCREWS - - - - - - - - @ 24" O.C. STAGGERED - :r zz U a#3 AROUND THE PERIMETER OF CONCRETE PLACEMENT. PRE-BENT INSTALL 4pcs. MINIMUM _ EACH SIDE. 5/6 1-#5 HORIZONTAL OR STIRRUPS I C� � Q OL COMMON WIRE NAILS @ 12" ` AT TOP, CONTINUOUS @ 12" O.C. i� CONCRETE PLACEMENT. AT BOTTOM, CONT. INSTALL 10pcs. MIN. � o EACH SIDE w ° a INSTALL TWO ROWS '/4"4x3'/4" 11" ICF FORM PRE-BENT C Q • • BUCKS PRIOR TO OR AFTER w N CONCRETE PLACEMENT. INSTALL STIRRUPS @ 12" O.C. z U 9" OR 11" ICF WALL SYSTEM is N 2-#5 HORIZONTAL O w U Q AT BOTTOM, CONT. di ACROSS LINTEL 9" ICF FORM L-12 SPAN AND EXTEND INSTALL 8pcs. MIN. EACH SIDE ` l'-6" MIN. BEYOND FACE OF ROUGH INSTALL TWO ROWS '/4"4x3'/4" OPENING TYPICAL LINTELS 1st LEVEL SECTION SCALE: 3/4" = 1'-0" 1 pc 2"x10" P.T.SYP No.2 wlNnnw/nnOR RUCK INITFRInR LA I LNIUN FASTEN 2"X10" P.T. SYP No.2 WINDOW/DOOR BUCK TO 9" ICF CONCRETE CORE w/ 2 ROWS OF '/4"4x3'/4" HWH TAPCONS @ 24" O.C., STAGGERED. MAINTAIN 1'/2" MINIMUM EDGE DISTANCE 9" ICF WINDOW/DOOR BUCK FASTENING DETAIL SCALE: 3/4" = 1'-0" 1-#5 WINDOW °' @ 24" O.C., FILL SOLID W/ 3000 psi CONCRETE 1-#4 . @ 32" O.C. GALVANIZED INSTALL 1 ROW OF 3/8 "4x6" W/ 1-#5 VERTICAL LA I LNIUN FASTEN 2"X10" P.T. SYP No.2 WINDOW/DOOR BUCK TO 9" ICF CONCRETE CORE w/ 2 ROWS OF '/4"4x3'/4" HWH TAPCONS @ 24" O.C., STAGGERED. MAINTAIN 1'/2" MINIMUM EDGE DISTANCE 9" ICF WINDOW/DOOR BUCK FASTENING DETAIL SCALE: 3/4" = 1'-0" 1-#5 VERTICAL @ 24" O.C., FILL SOLID W/ 3000 psi CONCRETE 1-#4 HORIZONTAL @ 32" O.C. 9" OR 11" ICF WALL SYSTEM TYPICAL HORIZONTAL SPLICE SECTION 9„ SECTION SCALE: 1'-0" 2"x4"/2"x6" SPF NO.2 STUDS @ 16" O.C. CUT BACK ICF FASTEN FIRST 2"x4"/2"x6" FOAM AS REQUIRED P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"4x3'/4" HWH ---- -- TAPCONS @ 24" O.C. I I 1-#5 VERTICAL IN #4 HORIZONTAL i EACH CORNER a�i @ 32" O.C. i 9" ICF -BLOCK WALL FORM BEARING WALL FRAMING TO ICF WALL CONNECTION DETAIL SCALE: 3/4" = 1'-0" 11/2" V1=RT. EDGE DIST. TO TITLN SCREW. IMPSON HUC410 ASTENED TO ICF WALL /18- 3/, "x23/4 " TI TEN CREWS AND TO JOIST /10-10d NAILS. CONNECTOR NOTES: 1. CONNECTOR TO BE ATTACHED TO CONCRETE WALL. REMOVE ICF FOAM AS REQUIRED. 2. ATR IS ALL THREADED ROD. 3. SKEWED CONNECTOR OPTION IS AVAILABI F FOR BOTH HUC410 AND MBHA. INSTALLATION IS SIMILAR TO DE )-AILS ABOVE. DETAIL S5.1 SCALE: 3/4" = 1'-0" S5.1 SCALE: 3/4" GARAGE DOOR HEADER INSTALL 2pcs 1/2 "4 x 8" 1 BEAN} AND REINFORCING ANCHOR BOLTS W/ 2%2%1/8 /8 I I AS PER PLAN PLATE WASHER AT �MID�PAN I I ® FOR SPRING BLOCK AT ACHMENT I I _L-----_ ---------------------- ®J- I CONT. SHEATHING TO BOT. I - I ® I I FLOOR TRUSS. NAIL TO EA. FL( I I ® TRUSS w/2 -ROWS OF 8d COMt I I I #5 VERTICALS NAILS @ 4" VERTICALS I 2"x12" SYP No.2 EACH FACE ACH FACE 1 � ® P.T. PLATE ®I I AS PER PLAN CS16 STRAPS PER PLAN I I I I @ 16" O.C. I I I I I I I I I 13„ I I® 0 NTNG R ® 1 I #5 VERTICAL VERTICAL I 9 - -0 I DOWELS EACH CONT. 2x4 NAILED TO EACH ELS EACH I I GAR E OOR I I FACE AS PER TRUSS w/2 -12d COMMON E AS PER j j I I PLAN NAILS PLAN I 1 ® ® 1 I 2x4 BLOCKING BOT, II jl II OF FLOOR TRUSS Q II 11 II II ATTACH TO FLOOR TRUSS N J I� I� w/2 -12d TOENAILS z it 11 FOUNDATION SLAB 11 II � II 11 II II I I I I I INSTALL 6pcs '/2 "0 x 8" ANCHOR BOLTS @ 24" O.C. MAX. W/ I I 2%2%1/8" PLATE WASHER AT INTERIOR FACE OF WALL OPENING EACH SIDE TO RECEIVE 2"x8" P.T. WALL/DOOR PLATE GARAGE DOOR "BUCK" FASTENING TO 11 " ICF WALL SYTEM SECTION SCALE: 3/4" STUD WALL, 15 TRUSS OUTRIGGER SECTION S5.1 SCALE: 3/4" = 1'--0" 11" 1-#6 HORIZONTAL AT TOP, CONTINUOUS J N + #3 PRE-BENT Q STIRRUPS @ 8" O.C. 11" ICF FORM Lij Q 1-#6 HORIZONTAL N AT BOTTOM, CONT. cl� o ACROSS LINTEL QLJ SPAN AND EXTEND N 1'-0" MIN. BEYOND FACE OF ROUGH OPENING �-3 SHALLOW LINTEL SPANS 12'-0" WHERE NOTED ON PLAN SECTION S .1 SCALE: 3/4" = 1'-0" FASTEN SECOND AND THIRD 2"x6" P.T. SYP NO.2 STUDS TO FIRST STUD w/ 2 ROWS 12d COMMON WIRE NAILS FASTEN FIRST 2"x6" @ 12" O.C., EACH LAYER. P.T. SYP N0.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"4x3'/4" HWH TAPCONS @ 24" O.C. I . I 1-#5 VERTICAL IN 17,1 9" ICF -BLOCK EACH CORNER WALL FORM10 #4 HORIZONTAL @ 32" 0. C. 2"x6" P.T. SYP NO.2 STUDS TO ICF WALL CONNECTION DETAIL S5.1 SCALE: 3/4" = 1'-0" FASTEN 2"x10"/2"X12" P.T. TRUSE TO TOP PLATE 9" ICF WALL ABOVE SYP NO.2 ICF WALL SYSTEM. INSTALL W/ LINTEL BEAM 2 "4x10" ONE OF THE THREE METHODS GALVANIZED INSTALL 1 ROW OF 3/8 "4x6" W/ 1-#5 VERTICAL HEX HEAD LAG SCREWS - - - - - - - - @ 24" O.C. STAGGERED - :r AROUND THE PERIMETER OF ^Ii @ 24" O.C. AROUND THE PERIMETER OF CONCRETE PLACEMENT. INSTALL 4pcs. MINIMUM 11" ICF FORM EACH SIDE. 5/6 1-#5 HORIZONTAL OR 5/6 INSTALL TWO ROWS 16d S5.1 ° COMMON WIRE NAILS @ 12" ` AT TOP, CONTINUOUS (n CONCRETE PLACEMENT. AT BOTTOM, CONT. INSTALL 10pcs. MIN. � o EACH SIDE Q/-#3 OR OR INSTALL TWO ROWS '/4"4x3'/4" TAPCONS PRE-BENT Q Q • • BUCKS PRIOR TO OR AFTER w N CONCRETE PLACEMENT. INSTALL STIRRUPS @ 12" O.C. z U 9" OR 11" ICF WALL SYSTEM is AT GARAGE DOOR O w U Q di TO CONCRETE PLACEMENT. 9" ICF FORM z = INSTALL 8pcs. MIN. EACH SIDE ` OR � INSTALL TWO ROWS '/4"4x3'/4" TAPCONS @ 24" O.C. STAGGERED CD Q o AROUND THE PERIMETER OF 1-#5 HORIZONTAL N + AFTER CONCRETE PLACEMENT. AT BOTTOM, CONT. w INSTALL 3pcs. MIN. EACH SIDE. iv WINDOW BUCK FASTENING TO ACROSS LINTEL 9" Cn = SPAN AND EXTEND N 1'-0" MIN. BEYOND FACE OF ROUGH L- 2 OPENING TYPICAL LINTELS 2nd LEVEL SECTION SCALE: 1'-0" 2"x4"/2"x6" SPF NO.2 STUDS @ 16" O.C. CUT BACK ICF FASTEN FIRST 2"x4"/2"x6" FOAM AS REQUIRED P.T. SYP NO.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"4x3'/4" HWH ---- -- TAPCONS @ 24" O.C. I I 1-#5 VERTICAL IN #4 HORIZONTAL i EACH CORNER a�i @ 32" O.C. i 9" ICF -BLOCK WALL FORM BEARING WALL FRAMING TO ICF WALL CONNECTION DETAIL SCALE: 3/4" = 1'-0" 11/2" V1=RT. EDGE DIST. TO TITLN SCREW. IMPSON HUC410 ASTENED TO ICF WALL /18- 3/, "x23/4 " TI TEN CREWS AND TO JOIST /10-10d NAILS. CONNECTOR NOTES: 1. CONNECTOR TO BE ATTACHED TO CONCRETE WALL. REMOVE ICF FOAM AS REQUIRED. 2. ATR IS ALL THREADED ROD. 3. SKEWED CONNECTOR OPTION IS AVAILABI F FOR BOTH HUC410 AND MBHA. INSTALLATION IS SIMILAR TO DE )-AILS ABOVE. DETAIL S5.1 SCALE: 3/4" = 1'-0" S5.1 SCALE: 3/4" GARAGE DOOR HEADER INSTALL 2pcs 1/2 "4 x 8" 1 BEAN} AND REINFORCING ANCHOR BOLTS W/ 2%2%1/8 /8 I I AS PER PLAN PLATE WASHER AT �MID�PAN I I ® FOR SPRING BLOCK AT ACHMENT I I _L-----_ ---------------------- ®J- I CONT. SHEATHING TO BOT. I - I ® I I FLOOR TRUSS. NAIL TO EA. FL( I I ® TRUSS w/2 -ROWS OF 8d COMt I I I #5 VERTICALS NAILS @ 4" VERTICALS I 2"x12" SYP No.2 EACH FACE ACH FACE 1 � ® P.T. PLATE ®I I AS PER PLAN CS16 STRAPS PER PLAN I I I I @ 16" O.C. I I I I I I I I I 13„ I I® 0 NTNG R ® 1 I #5 VERTICAL VERTICAL I 9 - -0 I DOWELS EACH CONT. 2x4 NAILED TO EACH ELS EACH I I GAR E OOR I I FACE AS PER TRUSS w/2 -12d COMMON E AS PER j j I I PLAN NAILS PLAN I 1 ® ® 1 I 2x4 BLOCKING BOT, II jl II OF FLOOR TRUSS Q II 11 II II ATTACH TO FLOOR TRUSS N J I� I� w/2 -12d TOENAILS z it 11 FOUNDATION SLAB 11 II � II 11 II II I I I I I INSTALL 6pcs '/2 "0 x 8" ANCHOR BOLTS @ 24" O.C. MAX. W/ I I 2%2%1/8" PLATE WASHER AT INTERIOR FACE OF WALL OPENING EACH SIDE TO RECEIVE 2"x8" P.T. WALL/DOOR PLATE GARAGE DOOR "BUCK" FASTENING TO 11 " ICF WALL SYTEM SECTION SCALE: 3/4" STUD WALL, 15 TRUSS OUTRIGGER SECTION S5.1 SCALE: 3/4" = 1'--0" 11" 1-#6 HORIZONTAL AT TOP, CONTINUOUS J N + #3 PRE-BENT Q STIRRUPS @ 8" O.C. 11" ICF FORM Lij Q 1-#6 HORIZONTAL N AT BOTTOM, CONT. cl� o ACROSS LINTEL QLJ SPAN AND EXTEND N 1'-0" MIN. BEYOND FACE OF ROUGH OPENING �-3 SHALLOW LINTEL SPANS 12'-0" WHERE NOTED ON PLAN SECTION S .1 SCALE: 3/4" = 1'-0" FASTEN SECOND AND THIRD 2"x6" P.T. SYP NO.2 STUDS TO FIRST STUD w/ 2 ROWS 12d COMMON WIRE NAILS FASTEN FIRST 2"x6" @ 12" O.C., EACH LAYER. P.T. SYP N0.2 STUD TO ICF CONCRETE CORE w/ 2 ROWS '/4"4x3'/4" HWH TAPCONS @ 24" O.C. I . I 1-#5 VERTICAL IN 17,1 9" ICF -BLOCK EACH CORNER WALL FORM10 #4 HORIZONTAL @ 32" 0. C. 2"x6" P.T. SYP NO.2 STUDS TO ICF WALL CONNECTION 13 SECTION 5.1 SCALE: 3/4" = 1'-0" DEPTH BLOCKING 1EEN EACH TRUSS. 1 pc SIMPSON DETAIL S5.1 SCALE: 3/4" = 1'-0" FASTEN 2"x10"/2"X12" P.T. TRUSE TO TOP PLATE SYP No.2 DOOR BUCK TO 9" OR 11" ICF SYP NO.2 ICF WALL SYSTEM. INSTALL W/ LINTEL BEAM 2 "4x10" ONE OF THE THREE METHODS GALVANIZED INSTALL 1 ROW OF 3/8 "4x6" w/ HEX HEAD LAG SCREWS - - - - - - - - @ 24" O.C. STAGGERED - 24"o.c AROUND THE PERIMETER OF ^Ii THE DOOR BUCKS PRIOR TO AROUND THE PERIMETER OF CONCRETE PLACEMENT. INSTALL 4pcs. MINIMUM 11" ICF FORM EACH SIDE. 5/6 Q OR 5/6 INSTALL TWO ROWS 16d S5.1 ° COMMON WIRE NAILS @ 12" ` AROUND THE PERIMETER OF THE DOOR BUCKS PRIOR TO CONCRETE PLACEMENT. AT BOTTOM, CONT. INSTALL 10pcs. MIN. � o EACH SIDE FROM THE INTENT OF THE ORIGINAL OR OR INSTALL TWO ROWS '/4"4x3'/4" TAPCONS @ 24" O.C. STAGGERED AROUND THE PERIMETER OF DOOR SLAB-\ • • BUCKS PRIOR TO OR AFTER w N CONCRETE PLACEMENT. INSTALL Cn 5pcs. MIN. EACH SIDE. DOOR BUCK FASTENING TO 9" OR 11" ICF WALL SYSTEM 13 SECTION 5.1 SCALE: 3/4" = 1'-0" DEPTH BLOCKING 1EEN EACH TRUSS. 1 pc SIMPSON H3 CLIP FROM EACH FLOOR TRUSE TO TOP PLATE P.T. SYP NO.2 W/ ' 2 "4x10" DIPPED GALVANIZED OR BOLT w/ x'/8 " PLATE IER @ 24"o.c L, SEEI PLAN SECTION SCALE: 3/4" = 1'-0" 25" LAP MIN. d 1-#5 VERTICAL EACH CORNER, INTERSECTION, AND @ 24" O.C., FILL SOLID W/ 3000 psi CONCRETE 1-#4 HORIZONTALS g" or 11" ICF @ 32" O.C. WALL SYSTEM I ILa TYPICAL CORNER SPLICE SECTION SCALE: 3/4" = 1'-0" 9 FOR ATTACHMENT OF DIAPHRAGM PROVIDE DBL. 2x4 SYP#2 BLOCKING BETWEEN FLOOR TRUSSES. ATTACH "4 TO DBL. LEDGER w/12d COMMON 9" ICF WALL ABOVE i AT 4" O.C. STAGGARD. h4 w/ 1-#5 VERTICAL @ 24" �: . I. (1) ROW 10d @ 24" O.C. 1. FLOOR DECK, SEE i' CONST. SPECS. I I I I .I • I • I i .:.d . L16" FLOOR SYSTEM (2)2x12 P.T. SYP#2 LEDGER w/ 5/8 "4x10" A.B. @ 16" O.C., STAGGERED 11x27 CIP CONCRETE BEAM WITH 3-#7 TOP, 6-#7 BOT. IN TWO LAYERS, 2-#5 @ MID -DEPTH & #3 CLOSED TIES @ 4"o.c SECTION SCALE: 3/4" = 1'-0" 1 pc 2"x12" P.T.SYP No.2 WINDOW/DOOR BUCK -\ INTERIOR WINDOW b'/2 2-#6 HORIZONTAL SYP No.2 WINDOW BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ .4 a. a. AT TOP, CONTINUOUS J N j INSTALL 1 ROW OF 3/8 "4x6" - #3 PRE-BENT HEX HEAD LAG SCREWS 4 STIRRUPS @ 6" O.C. ^Ii J AROUND THE PERIMETER OF REVISIONS 11" ICF FORM THE WINDOW BUCKS PRIOR Q 5/6 ° 2 -HORIZONTAL ` INSTALL 3pcs. MINIMUM a AT BOTTOM, CONT. I � o + FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY OR ACROSS LINTEL ASSOCIATES MAY RESULT IN L' INSTALL TWO ROWS 16d • • SPAN AND EXTEND w N 2'-6" MIN. BEYOND Cn FACE OF ROUGH OPENING L-4 +�/+" CAMBER LINTEL SPAN TO 9'-0" AT GARAGE DOOR SECTION SCALE: 3/4" = 1'-0" 25" LAP MIN. d 1-#5 VERTICAL EACH CORNER, INTERSECTION, AND @ 24" O.C., FILL SOLID W/ 3000 psi CONCRETE 1-#4 HORIZONTALS g" or 11" ICF @ 32" O.C. WALL SYSTEM I ILa TYPICAL CORNER SPLICE SECTION SCALE: 3/4" = 1'-0" 9 FOR ATTACHMENT OF DIAPHRAGM PROVIDE DBL. 2x4 SYP#2 BLOCKING BETWEEN FLOOR TRUSSES. ATTACH "4 TO DBL. LEDGER w/12d COMMON 9" ICF WALL ABOVE i AT 4" O.C. STAGGARD. h4 w/ 1-#5 VERTICAL @ 24" �: . I. (1) ROW 10d @ 24" O.C. 1. FLOOR DECK, SEE i' CONST. SPECS. I I I I .I • I • I i .:.d . L16" FLOOR SYSTEM (2)2x12 P.T. SYP#2 LEDGER w/ 5/8 "4x10" A.B. @ 16" O.C., STAGGERED 11x27 CIP CONCRETE BEAM WITH 3-#7 TOP, 6-#7 BOT. IN TWO LAYERS, 2-#5 @ MID -DEPTH & #3 CLOSED TIES @ 4"o.c SECTION SCALE: 3/4" = 1'-0" 1 pc 2"x12" P.T.SYP No.2 WINDOW/DOOR BUCK -\ INTERIOR WINDOW FASTEN 2"x10"/2"X12"P.T. 9" OR 11" ICF SYP No.2 WINDOW BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ .4 a. a. d G Cd �¢ No. 53` ONE OF THE THREE METHODS INSTALL 1 ROW OF 3/8 "4x6" - rvTrnl�n FASTEN 2"X12" P.T. SYP No.2 J ` WINDOW/DOOR BUCK TO 11" ICF CONCRETE NOTE: CORE w/ 2 ROWS OF '/4"4x3'/4" HWH 2"x12" P.T. SYP No.2 BUCK FASTENING IS THE SAME FOR TAPCONS @ 24" O.C., STAGGERED. HEAD, JAMB, AND SILLS. MAINTAIN 1'/2" MINIMUM EDGE DISTANCE 11" ICF WINDOWZDOOR BUCK FASTENING DETAIL S5.1 SCALE: 3/4" = 1'-0" FASTEN 2"x10"/2"X12"P.T. 9" OR 11" ICF SYP No.2 WINDOW BUCK TO LINTEL BEAM ICF WALL SYSTEM. INSTALL W/ z �¢ No. 53` ONE OF THE THREE METHODS INSTALL 1 ROW OF 3/8 "4x6" - - - - - - HEX HEAD LAG SCREWS 4 4# aMN1Yl$GO @ 24" O.C. STAGGERED AROUND THE PERIMETER OF REVISIONS DATE THE WINDOW BUCKS PRIOR 5/6 TO CONCRETE PLACEMENT. INSTALL 3pcs. MINIMUM =FIELDERATION V51 PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD EACH SIDE. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY OR BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSTALL TWO ROWS 16d COMMON WIRE NAILS @ 12" AROUND THE PERIMETER OF THE WINDOW BUCKS PRIOR TO CONCRETE PLACEMENT. INSTALL 8pcs. MIN. EACH SIDE OR INSTALL TWO ROWS '/4"4x3'/4" TAPCONS @ 24" O.C. STAGGERED AROUND THE PERIMETER OF WINDOW BUCKS PRIOR TO OR AFTER CONCRETE PLACEMENT. INSTALL 3pcs. MIN. EACH SIDE. iv WINDOW BUCK FASTENING TO OR 11" ICF WALL SYSTEM 9" 16"*\ SECTION OR 11" F WALL 1STEM S5.1 SCALE: 3/4" = 1'-0" GENERAL VERTICAL REINFORCING EACH SIDE STIRRUPS AS WALL REINFORCING, OF WINDOW/DOOR OPENING,REQUIRED IN LINTEL, SEE SECTIONS 1/S5.0 SEE STRUCTURAL SHEET SEE SECTIONS ON S5.0 FSHEET S5.0 II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II IIII I IIII II II IIII I IIII II II IIII GENERAL HORIZONTAL WALL IIII II II IIII REINFORCING, SEE SECTIONS IIII II II IIII I 1/S5.0 IIII II I II I II I I II I I II I II I I II I II I DOWELS @ 24"o.c AND EACH SIDE OF OPENINGS, LAP 25" MINIMUM. ALIGN DOWELS WITH VERTICAL REINFORCING (f 4" TRANSVERSE TOLERANCE) NOTES: 1) WALL REINFORCING IN THIS ELEVATION IS SHOWN DIAGRAMATICALLY ONLY. SEE SECTIONS FOR EXACT SPACING AND PLACEMENT OF REINFORCING WITHIN WALL CAVITY. 2) PROVIDE TEMPORARY SHORING TO SUPPORT CAST IN PLACE LINTEL. REMOVE ONLY AFTER 75% F'c OR 7 DAYS. 3) CONSULT WITH "STRUCTURAL DESIGN OF INSULATING CONCRETE FORM WALLS IN RESIDENTIAL CONSTRUCTION", BY PORTLAND CEMENT ASSOCIATION, 1998, FOR ADDITIONAL INSTALLATION AND TECHNICAL INFORMATION. 4) CONSULT WITH ARCHITECTURAL PLANS FOR ADDITIONAL ARCHITECTURAL AND ENGINEERING REQUIREMENTS. REINFORCING AT WINDOW/DOOR OPENING AT ICF WALLS 17 SECTION SCALE- 3/4" = 1'-0" Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.2 2-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM OFFICE co�Yl ICF AND MISC. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S5.1 SHEET 15 OF 16 �tic�+� ' rnrrr N00,•se�s✓ 1/ z �¢ No. 53` +p S("AT F 0 4 4# aMN1Yl$GO FL. PE # 53311 REVISIONS DATE =FIELDERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 5 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. OFFICE co�Yl ICF AND MISC. DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL / LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N/A LPA NO. TOVE-15-00183 SHEET S5.1 SHEET 15 OF 16 BOUNDARY OF SHEATHING EXAMPLE OF PANEL EDGE w/ BLOCKING WHERE REQUIRED BY GENERAL NOTES\ NAIL SPACING AT SUPPORTED EDGES, GENERAL NOTES EXAMPLE OF UNSUPPORTED (UNBLOCKED) PANEL EDGE (TYPICAL) NAILING TO INTERMEDIATE SUPPORT IS 6"o.c MAX. (UON) 1'/2 " /2 (3) ROW OF 1 O , o NAILS @ 8" O.C._\ ° STAGGERED ° N ° N RATED SHEA I RING, 2x4 MEMBERS: ° SEE GENERAL NOTES ° (1) ROW OF 10d ° ° ° NAILS @ 4" O.C. ° SHEATHING NAILING DETAIL SCALE: 3/4" A S6.0 y-, ly" 3„ 3„ SI » „ 3„ 3» 3„ 3» 3„ 3>, 3,. » SPICE JOINT 1Y" j L1Y2 ° 2x6 MEMBERS: ° (2) ROW OF 10d NAILS @ 4" O.C. STAGGERED 2x4 OR 2x6 POST 2x8 POST } (4) ROWS 12d r 1 ,-F— (3) ROWS 12d AT 12 0. C. f AT 12" O.C. EA. SIDE. EA. SIDE. 3 -PLY 2 -PLY LESS THAN 14" BEAM STUDS, ROOF TRUSSES, OR FLOOR JOISTS NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNS=R POST, ETC. 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - UP MEMBER FASTENING 3' . /-16d NAILS SECTION "A" NOTE: 2x4 LAP SPLICE = 16d NAILS @ 3"o.c(MAX.) 2x6 LAP SPLICE = 16d NAILS @ 3"O.C(MAX.) TYPICAL FACE NAILING 16d NAILS @ 14"o.c(MAX.) SCr _-: = = 1'—C PENETRATIONS THROUGH STUDS WALL L SIZE STUDS LOAD BEARING OR EXTERIOR WALL BORED HOLE SIZE NON LOAD BEARING WALL BORED HOLE SIZE LOAD BEARING WALL NOTCH NON—LOAD BEARING WALL NOTCH 2x8 40% 60% 60% 25% 40% 2x4 1 %11 — 2 7 1 3/$„ (2'2x4 — 2 2 �» 7/8„ 1 3/8„ 2x6 2 Ya» — 3 5/ 6" 1 3/8" 2 Y4" 2 x 8 2 7/8„ 3i6" _ 3 5/16" 4 3/8„ 1 3/8" 1 13/ 6'> 2 Y4„ 2 7/8» ( 2) 2x 8 - 4 4 3/8" 1 13� g" 2 7/8>, WALL SIZE HOLE SIZE 2 x 4 1 3/4„ 2 x 6 2 3/4" 2x8 3 5/g" PLATES: TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR MORE OF WIDTH MUST BE REPAIRED USING 16 GA.(MIN.) METAL TIE THAT IS AT LEAST 1 Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHEARWALL IT MUST BE REPAIRED USING HARDY FRAME SAIDDLE (HFS) NAILING AT LAP SPLICE CUTTING, NOTCHING, BORED HOLES IN STUDS AND P SCALE: 3/4" = V-0" S6.0 SC/,LE: 3/4" = 1'-0" MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS.BRACING NOTES AND SPECIFICATIONS SINGLE 1.)ALL BRACING LUMBER SHOWN, (3)ROWS OF 5" TRUS';LOK NAILS \� ENGINI ERED WOOD FASTENERS @ 24"o.c AS SHOWN Ph. 242-0908 Fax. 241-9557 33 -PLY 3" O.C.(TYP) (3)ROWS OF 63/4" TRUS')'LOK 2.)BRACING LUMBER SHALL INTERSECT ENGINEERED WOOD FASTENERS @ 24"o.c AS SHOWN s i N 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POST, ETC. 2. SPECIFIED NAILING REQUIRE O FOR EVERY PLY IN ADDITION TO (2) PLYS 3 MULTIPLE MEMBER ENGINEERED WOOD BEAMS S6. SCALE: 3/4" = 1'-0" 3y „ 3y2» 2 STUD FACE STUD FACE BORED HOLES %" MIN. MIN. DIA. 40% OF BORED HOLES STUD WIDTH, DIA. 60% OF 60% OF STUD STUD WIDTH WIDTH IF DOUBLE MAX. STUD NOTCH 25% NOTCH 40% OF STUD OF STUD WIDTH MAX. WIDTH MAX. EXTERIOR OR NON BEARING BEARING WALL PARTITION NOTE: SEE SECTION 2308 9.10, 2308 9.11, AND FIGURE 2308 9.10 FBC ES TRUSS BRACING EXCEPT FOR T -BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) 8d COMMON NAILS 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 AT 3" O.C.(TYP) CONTACT US WITH YOUR COMMENTS 2.)BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER s i N f°I II DELEGATED TRUSS ENGINEER. LUIS A. PONTIGO °I REVISIONS DATE 3.)PERMANENT PERMANENT BRACING ROOF SHEATHING WHERE NOTED ON TRUSS MFR. SHOP °I DRAWINGS. THE CONTRACTOR SHALL I I PROVIDE 1x4 SYP#3 OR BETTER FIELD ALTERATION I°I PONTIGO & ASSOCIATES PRIOR TO BOTTOM CHORD BRACING IPERPENDICULAR FROM THE INTENT OF THE ORIGINAL TO TRUSS BOTTOM / T -BRACE FASTENED TO I °1 CHORDS AND ATTACHED TO EACH WEB w/ 12d @ 6"O. C. I I ADDITIONAL ENGINEERING OR TRUSS WITH 2-8d COMMON NAILS. AT INSPECTION FEES. T -BRACE TO BE THE u GABLE END WALLS PROVIDE 2x4 SPF2 # SAME SIZE, SPECIES, I DIAGONALS AT END WALLS PROVIDE BLOCKING AND GRADE AS WEB DIAGONALS (APPROXIMATELY 45%) TO TO BE BRACED. I°I THE ADJACENT EXTERIOR I I ° PERPENDICULAR WALL BETWEEN EACH ROOF MEMBER. I LINE OF BRACING TO FORM A ZIGZAG 1°I PATTERN ALL CONSTRUCTED OF THE 1 SAME BRACING MATERIAL. THIS REQUIREMENT IS NOT NECESSARY AT HIP ROOFS. ALSO ALONG EXTERIOR f VV IXI W WALLS PARALLEL TO BOTTOM CHORD Vu VV BRACING PROVIDE DIAGONALS IN THE END SPACE BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. PERMANENT TRUSS BRACING EN 1 NO fED SCALE: 3/4" = 1'-0" 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. AT SOLE PLATE JOINTS INS -I ALL 2-0.145x3" PAF, EACH SIDE. PAF's MAY BE OMITTED ON ONE SIDE IF A SOLE PLATE ANCHOR IS WITHIN 12" OF JOINT 14 N SOLE PLATE ANCHOR PER DETAIL PT. SYP#2 —I MAX. MIN. BUTT JOINT SILL PLATE SOLE PLATE BREAK 4-16d EA. SIDE 2x SYP.#2 DBL. TOP PLATE. FASTEN TOGETHER w/ (2) ROWS OF .131x3" @ 12"o.c STAGGERED SIPPER PLATE BREAK PLATE BREAK DETAIL SCALE: 3/4" = 1'-0" 6-10d COMMONS 2X4 T -BRACE. ONLY REQUIRED FOR BRACE LENGTHS > 8' -0". - FASTEN w/10d COMMONS @ 6" ON -CENTER 2x4x6' SYP#2 LATERAL BRACE EA. X -BRACE w/ 2-16d INTO BOTTOM CHORD EA. TRUSS. I:.I SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS I' AND LEDGER TO ROOF MEMBER. I•'I MAY BE OMITTED WHEN OVERFRAME ALT. TO BOTH H3 ABOVE RAFTER LENGTH PROVIDE MTS12 OR CS16 DIRECTLY LESS THAN 4'-0" BETWEEN OVERFRAMING RAFTER AND ROOF MEMBER. 'OVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACEN > TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. DECK LEDGER AT OVERFRAME RAFTERS USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC. GABLE END BRACING SCALE: 3/4" = 1'-0" DBL. TOP PLATE LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW LOWER TOP -I--•- 4-10d PLATE AT BREAK OVER LAP DOUBLE COMMONS TOP PLATES ORTHOGONAL VIEW WALL INTERSECTION OF CORNER CONDITIONS O CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. @ DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. 0 DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND INTERSECTIONS STUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" 2x4 BLOCKING. FASTEN 4-12d TOE L 2x8 SYP#2 OUTLOOKERS EACH END w/3 -10d NAILS (TYP.) @ 24" O.C. TOENAILS H3 HURRICANE CLIP @ EA. OUTLOOKER TO TRUSS. 6" MAX o o 8—GUN NAILS °I ° ol FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT --4- j BASE OF POST OPTION A DOUBLE TOP PLATE CONTINUOUS OVER 6" HEADER MAX IL °° °° oo 8 -GUN ° ° NAILS FULL HEIGHT ANCHOR OR DTT2Z ROOF TRUSS 2X6WALL SHEATHING UP X -BRACE GABLE END TRUSS NOTCH HEADER BELOW TOP PLATE PORCH HEADER, SEE PLAN. MIN. (2)2x4 WOOD - BELOW. & (1) ADJ. TO PORCH HEADER. LSTA12 FOLDED OVER TOP PLATE w/5 -10d NAILS INTO TOP PLATE & 5-10d NAILS INTO BEAM. SPACE @ 48" O.C. OMIT IF WALL SHEATHING IS INSTALLED ON FACE OF BEAM HOLD DOWN AT MIN. (2)2x4 WOOD BASE OF POST BELOW & (1) ADJ OPTION B TO PORCH HEADER. TYPICAL PORCH BEAM CONNECTION 8-12d TOE NAILS (TYP.) 2x4 S @ 16' STUD EMBEDED STRAP META24 IN ICF WALL FASTENED TO PONY WALL STUDS @ 32" O.0 2x4x24" BLOCKING. FFASTEN EACH END WITH 4-12d TOENAILS A—A 0.131x3" TOE NAILS @ 8"O.C. FROM BOT. CHORD OF TRUSS TO TOP PLATE A—A EMBEDED STRAP �i META24 IN ICF NOTES: WALL FASTENED TO 1. SPACE GABLE END BRACING @ 4'-6" MAX. PONY WALL STUDS 2. ALL MATERIAL TO BE SYP#2 @ 32" O.0 8d COMMON NAILS AT 3" O.C.(TYP) MIN 8" WIDE 2 -PLY CDX PLYWOOD LEDGER. FASTEN w/4 -12d @ EACH ROOF SHEATHING RAFTER -,.1-4,--OVERFRAME RAFTERS, SEE PLAN. Q I..I I.•I •I I•' 2x4 SPF#2 BLOCKING ROOF MEMBER. PROVIDE MTS12 OR THESE STRAPS CS16 DIRECTLY MAY BE OMITTED BETWEEN OVERFRAMING WHEN OVERFRAME RAFTER RAFTER LENGTH AND ROOF MEMBER. LESS THAN 4'-0" PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. rr_� r— r—% A T r1 irr-%rr% A ► Ar r% A rTrr%c^ Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 CONTACT US WITH YOUR COMMENTS COMMENTS @ LP-A.COM s i N • LUIS A. PONTIGO FL. PE # 53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY HELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. w U J Z LLj LL �LIJ QU a ryUm wwU Z 0NQ w�j 2 Q OFFICE r: WOOD FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R PLAN NAME TOVEY RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL /LAP DATE 01.05.18 SCALE AS NOTED TRUSS ID. N /A LPA NO. TOVE-15-00183 SHEET 56.0 SHEET 16 OF 16