Loading...
Beach Avenue 1549 NEW 2 STORY FLOOD ZONE_ X FLOOD ZONE AO ADDITION =1r COASTAL CONSTRT'N FORMER COASTAL LIMITS OF SEASONAL HIGH MEAN HIGH � � WATER - EL +11,1 WATER - EL +3.1 CONTROL LINE CONSTRUCTION VEGETATION CONTROL LINE 1/2" IRON 209.04" N 8303'36" E 1/2" IRON I. ' N EXIST 1 STORY EXIST BRICK DRIVE STRUCTURE TO y 1 REMAIN - 4LOM FRAMED SCREEN X } ENPLOSURE OVER W � �[ ` ! WOOD DECK w " ;I EXIST 2 \� \\�\ z r N STORY NEW 2 STORY,, IN W , NI GARAGE PORCH \\ \ \ z Q I01 F.F.-14.56 W � . EXIST WALK \ = o \ �\.\\ E CST WOOD DECK r; v 10 O O r NEW PAVER DECK z aI kD -j NEW IN-GROUN II'D 30'x201 POOL \ '\ `\ ` \ co I Q I , EXIST 2 STORY STRUCTURE TO ty I' N REMAIN . 209,04' S 8300`3'36W � - - - - - - -- J. 11r, "irgN EJPENI 1/2" IRON ' 21.5' 30' SPIRA STAIR TO 54,7' SEA ARD LIMIT OF POCL 2ND FLOOR PORCH 61,5' LANDWARD LIMIT 8F LANDWARD CONSTRUCTION 142.44' SEAWARD LIMIT OF EXISTING STRUCTURE PERPENDICULAR LOT WIDTH 84,625' AREAS ALL EXCAVATED SOIL MATERIAL EXIST HOUSE WIDTH 55.67' PROPOSED SITE PLAN EXIST 1ST FLOOR 1780 SF TO BE RELOCATED SEAWARD OF C.C.C.L. COVERAGE WIDTH 66% 111 ` 20'--011 NEW 1ST FLOOR 1186 TOTAL ESTIMATED RELOCATED SOIL: TOTAL 1ST FLOOR 2966 PILES 22 CU YD EXIST 2ND FLOOR 697 POOL 95 CU YD NEW 2ND FLOOR 1393 TOTAL 117 CU YD TOTAL 2ND FLOOR 2090 TOTAL 5056 SF 142,44' SEAWARD LIMIT OF EXISTING STRUCTURE 96.5' SEAWARD LIMIT OF LANDWARD CONSTRUC ION 61.5' LANDWARD LIMIT OF LANDWARD CONSTRUCTION 0 rC�1, ER x rn .97' Q COASTAL CONSTRT'N 0 2ND FLOOR +29.33' CONTROL LINE PROPERTY 54.7' SEAWARD n ADDITION EXISTING SEASONAL HIGH MEAN HIGH LINE LIMIT OF POOL LIMITS 1ST FLOOR +19,33, LEXIST GRADE VEGETATION WATER - EL +11.1 WATER - EL +3.1 BEACH AVENUE POOL N GRADE BM TOP; +18.16 GRADE BM BOTTOM: +16,16 EXIST SPREAD FOOTINGS AUGER CAST CONC PILES PILING BOTTOM: -10.0' MINIMUM SITE SECTION LOOKING NORTH 1" 20'-0" vz� ?Y;! �y NOTES: KAHN RESIDENCE ADDITION 1, THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE 1549 BEACH -AVENUE STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA ADMINISTRATIVE CODE, ALTLANTIC BEACH, FLORIDA 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO Fisher & Simmons Architects, Inc. WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MPH, 1510B Second Street South Jacksonville Beach, Florida 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN comm 9727 ,, TS chkd JWTS dato6/5/98 1 0f 8 ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR N an. BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. ° SITE PLAN & SECTION A 1 of 14'-811 131_411 14'-811 \ j i- 11 -24510 W/ 1_ 11 1_ 11 1_ 11 2'-211 4'-3 1/211 2-24510 W/ 4'-3 1/2" 4 3 1/2 1 1 4 3 1/2 2 2 9 0 i o ?�� 4 '611 -t\o F 70 9K S 70 tvK d 4 N H.B.00 N DN 3R 6" f = /i `h\\ Ooo O oo o¢ O¢ 12' DIA TUSCAN COL ' p FAMILY o / Cq OVER P.T 4x4 POSTS C14 t- \ / \� cvN NN NN NN I ROOF N N — N N I / BELOW00 N - D @ 6 ENTR PORCH N _ 7 FW 31611AR ao co NANNY 36" ENTRY DOOR I 4'-0" 3'-4" 3'-4" 3'-7 3/411 D'-8 1/411 3'-411 3'-4" 3'-6" '-5 1/4" 3'-411 3'--411 4'-011 j �y / 14" SIDELTS _ = - 4�� -- -J I all 2 12' 31_011 - ALIGN u� 1 q41/ ALIGN -iCL4112 #5 ACH tl .CELLCN 35 CN 35 CN 35DN @ 6" \ AIR OND'D AIRC ND'D X\ AT ICTILEDATTI W 6'-811 - REMOVED O FW031611 AL'-4 1/ " ; \ 32" 32" io J POOL EXIST WING �y ENTRY N i SW-2 SW 2 SHELF O N O 1_ " d N \ SW-2 SW-2 i U EQUIP = 2'-5" 3 8 1/4 ' N -p - ' , uI 36" CA ED p CL - `14 ` ROD & SH LF R d, SHEL m SHOWER & FOO == a } LINE OF BREAK \ _____ _ _ OPNG F _ 1_011 , 1_011 BKFST Q IN CEILING C),iL WASH W/ 3'x3' -DECK W/ DRAIN CLOSET(CONCEAL PIPES 6 aD HI GED - N N I O IN WALL) SHLV ``� O _. - _ _ 3211 cv - , -;- 1 J 110 ' i OPNG IN PLACE SEAT U �ry ��__ 2$" ca �r{2811 1 - ------------------ 18" CL i ' OF EXIST DOOR fi p d N BELOW ------------------i i °° 0 $. III 1 °� & WINDO ROD & SHELF i 1 �� 1 (I- - - .H - IL 1 1 28 2811 - ABANA 0 VANITY 30" I I 1 1 3 I F - - -- ❑ _ IL 1 1 1 1 IL Ly SITTING z r� _._&� HR A7 _ sw- sw- I — _ - I Sw�2 , "� _ Q � ' ' W i i i i �j � N 1 � 13'-4"x12'-0" � 32" R LND Y i N Lu �, -iDR 1 - - 1 III , Ch N z cn 1 1 1 cA i , i O 'r . z i 1 1 1 1 A 7 0 J n❑ `n A 7 r ._.-�, I I / , i I I 1 1 11 / ; as 1 1 CIL 1 1 .a 0 1 1 A 7 1 1 Cc) Q - III 1 N , p 1 1 1 i ❑110 0 ------ 0 N - - UTFFIITL 111 _ _ I. -�a I II . 1 V I 1 X ❑ O i i O f -� pEN �� u1 SIV 2 1 1 SW- R & SHLF z E 32 POWDER i I I Q _ 8" ,/ /'' �' ,/ - _ - - 771777 X1 V' XA STABL ( !�l ' z q q q 6 2 CASED SHELVES I I - - - i I F ZR I I i �, - _ 1- 11 Hz w I I � >-..- _ ___ � _� RE1F KIT��iEN 1 n OPNG N DOOR IN L I C 11_ - -.. G 1 1 cn Y , EXIST WALL __ ___ ___ ._ _ I I ' I ' I IF 1X KEYED NOTES: w I / Z O1- O DN 3R@ 6" � - -- -- -� � _�__ q REMOVE EXIST WINDOWS FOR REUSE tl J -a 1 & FILL OPNG W/ CONSTRUCTION %' Q e) N Q 00 1 D 1 } MATCHING EXIST ADJACENT WALL. I i � � cin 00 Q - -- ( Q REMOVE EXIST WINDOWS FOR REUSE j BObK ADJ ST ON HI �E PORCH i l i o STUDY CL o OO Q 1 I j I SHED S ; SE I O `� z 1 & REPLACE W/ NEW BAY WINDOW. SHL S O C co REMOVE EXIST WINDOWS FOR REUSE WALL FROM CEILING MECH O 1 (D & REPLACE W/ NEW DOORS. W d U_ - - REMOVE EXIST WINDOWS FOR REUSE 1_ 11 1_ 11 „ N TO TOP OF BASE ❑ N (D & E EXIST CABINET NEW ' II `r POVIDE CASED OPNG. j 12 0x15 6 / 32 MASTER 11 O EXIST '�'C T A�H (�) MATCHING FILL EXIST OPNG W/ CONSTRUCTION_K T �' - _ 11 -6 x15 -6WALL AT BACK OFBASE CABINET CLD EXIST ADJACENT WALL. ! 1 1 EXIS 2 12' 61-811 EXIS 1 1_ 11 REMOVE EXIST WINDOWS FOR REUSE. 1 1 AC-2 AC-1 UP 6 1 CL 1 1 Sy ELVE -- OVEN5 �- C: ) i i FLUE O C: J SHELVE W/ 24" 1 REU ED 11 DP BASE WET BAR: 1 2841 11 CABINET W/ 11 PIANO CONTRL'R 1 1 11 ' FWO 60611PALR WO 60611PAL WO 60611PAL 11 11 11 ROOF DECK IN PLACE OF EXIST ROOF 11 11 EXIST LIVING 11 �l EXIST A7 5 I DINING ROOF DECK IN PLACE OF EXIST ROOF A7 CABLE BELOW FLOOR TO PLAYER PIANO 5 FROM CONTROLLER �- AREAS P`7 SEAL PENETRATIONS EXIST 1ST FLOOR 1780 SF NEW 15T FLOOR 1256 FW031611 AL TOTAL 1ST FLOOR 2036 5 EXIST 2ND FLOOR 697 A7 NEW 2ND FLOOR 617 { TOTAL 2ND FLOOR 1314 TOTAL 4350 SF SECOND FLOOR EXIST ROOF 1/411 = 11_011 NOTES: BELOW 1, ALL DIMENSIONS ARE TO FACE OF BLOCK, FACE OF PLYWD. EXIST SUNROOM SHEATHING, OR CENTERLINE OF INTERIOR PARTITION UNLESS OTHERWISE INDICATED. SCREENED PORCH ON EXIST DECK 5W-1 INSTALL 1/2" COX PLYWD SHEARWALL SHEATHING OVER SPF #2 2. ALL EXTERIOR DOORS & WINDOWS BY ANDERSEN & SHALL MEET 110 STUDS & FASTEN W/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES & MPH WIND SPEED COASTAL CODE REQUIREMENRS OF ANSI/ASCE 7-88, 6" O.C. FIELD. INSTALL SPF #2 BLKG AT ALL HORIZONTAL JOINTS. 3. ALL TIMBER FOR BEAMS, JOISTS, & COLUMNS SHALL BE SYP INSTALL 2-SEMCO RS150 STRAPS W/ 10-10d NAILS TO STUD AT #2 (SPIE) OR APPROVED EQUAL. STUDS CAN BE HEM-FIR. EACH END OF SHEARWALL SEGMENT TO CMU TIE BEAM BELOW, ALL TIMBER SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19%, SEE 1/A7. 4. ALL DOORS ARE 7'-0" HIGH AT 1ST FLOOR; 6'-8" AT 2ND FLOOR. SW- INSTALL 1/2" CDX PLYWD INTERIOR SHEARWALL SHEATING OVER KAHN RESIDENCE ADDITION INTERIOR SPF #2 STUDS & FASTEN W/ 8d COMMON WIRE NAILS @ 3" O.C. EDGES & 6" O.C. FIELD. INSTALL SPF #2 BLKG AT ALL 1549 i., BEACH ; AVE NIU E,. EXIST DECK HORIZONTAL JOINTS. INSTALL 2--SEMCO RS150 STRAPS W/ 20�-10d ALTLANTIC BEACH FLORIDA I R S T L O O R NAILS EACH AT ENDS OF INTERIOR SHEARWALL SEGMENT TO 1 DOUBLE TJI JOISTS OR RIMBOARD BELOW, SEE 1/A7. NOTEs: 1/411 = 11-011 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE Z LEGEND 3 NUMBER OF FULL HEIGHT STUDS TO USE STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA Fisher & Simmons Architects, Inc. O ADMINISTRATIVE CODE. N 1510B Second Street South Jacksonville Beach, Florida - -EXIST. WALL TO BE REMOVED AT .EACH SIDE OF HEADER. USE 2 MIN 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN z - - TYPICALLY UNLESS NOTED OTHERWISE. ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM EXIST. WALL TO REMAIN DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO NEW CMU WALL WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC comm 9727 drwn T5 chkd JWT5 dat• 8/5/98 2 8 WIND SPEED OF 110 MPH, o en, NEW WALL/CONSTRUCTION 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN A2 PLANS ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR a BUILDINGS AND OTHER STRUCTURES" MENTIONf=D IN NOTE 2. or REDWD 2x6 BAND W/ 1/2" GYP BD ON 2x4 SPF 1/211 GYP BD ON P,T. 1x4 MITERED CORNERS & TEXTURED FIBERGLASS SHINGLE ROOF - #2 STUDS @ 1611 O.C. FURR'G ON 3/411 RIGID INSUL NOTCHED FOR PLYWD ON PROTECTOWRAP RAINPROOF II ADHERED MEMBRANE ON 1/211 R-19 BATT INSUL. 811 CMU W/ #5 IN FILLED ST LESS STL SCREWS @ CDX SHEATH'G ON 2x10 RAFTERS ��, CELL AT JAMB 611 O.C. STAGGERED IN @ 24" O.C. ADDITION TO EXTERIOR GLUE COILING STORM SHUTTER 6 CEDAR SHINGLES ON INTER- --�-� _ _ CEDAR SHINGLES ON INTER�-�--Q 11 W/ SPACE & TRACKS �- LAPPING 30# FELTS ON Y LAPPING 30# FELTS ON 1/2 P.T. OR MARINE x ' PLYWD SHUTTER W/ BEHIND REDWD TRIM ( WRAP ON 1/211 CDX PLYWD P.T. 1x4 FURRING STAINLESS STEEL HINGES SEMCO HDP2X W/ 10- ( -� & "HOLD-OPENS" o 10d NAILS AT EACH ( '��- 2x6 REDWD TRIM _ _ 2x6 REDWD TRIM l O RAFTER `- ) +47'-11 5/8" - NOTCH FOR TRACK t� - NOTCH FOR TRACK 4 EXPOSED FACE WHEN N COPPER EAVE DRIP OVER R-19 F'GLASS INSUL CONT 1"x21/211 SHUTTER TRACK------. 111x21/211 SHUTTER TRACK OPEN P.T. 1x2 ON REDWD -- fi - -- 2x8 FASCIA W/ BAFFLES BETWN RAFTERS P.T. 2x6 JAMB - P.T. 2x6 JAMB ` LINE OF 2x6 BEYOND n 1x6 V-JOINT T&G CEILING ALUM TRIM CLOSURE VINYL BEADED BD VENTED 1/16"x2" STNLSS STL BRACKET SOFFIT ON 2x4 FRAMING 1'-0' DBLE 2x6 SYP #2 PLATE W/ 1 SECURED THRU PLYWD TO @ 1611 O.C. SEMCO TPP6 @ 16" O.0 TO WINDOW 1 WINDOW 2x6 @ SIDES @ 24" MAX FROM 5 1/411 CROWN OVER REDWD STUDS TOP & BOT TO HOLD 1x4 BAR 2x8 BAND CONT DBLE 2x8 SYP #2 HEADER SILL BELOW SILL BELOW SYP #2 W/ HOLE FOR SCREW TO SECURE BAR SEE A/A4 FOR JAMB DETAIL WINDOW JAMB DETAIL B WINDOW JAMB DETAIL C OPERABLE SHUTTER DETAIL A �- 1 1/211 = 1'-01 A"4 1 1/21 1'-01 A 4 1 1/21 1'--011 WINDOW REDWD 2x3 & 2x6 TRIM = R-19 FIGLASS BATTS CONT. -~ 1/211 GYP BD ON 2x6 SPF #2 STUDS @ 161 O.C. CEDAR SHINGLES W/ INTERLAPPID 3/4" STURDI-FLOOR ON 11 5/811 30# FELTS ON 1/211 PLYWD TJI/PRO 350 JOISTS @ 1611 O.C. SHEATH'G OVER HOUSE WRAP WRAP CONT BEHIND TRIM00 _ P.T, 2x6 SYP #2 PLATE W/ o C11 kAAA� 1/2"x10" A,B. W/ 2"x2"x1/8" - WASHER @ 2411 O.C. W/ SEMCO _ R-19 F'GLASS BATT INSUL CONT RS150 STRAP @ 1611 O.C. TO `) 5/8" GYP, BD. o STUDS 0) 5/81' • 81lx24" CMU/CONC TIE BEAM = COPPER WINDVANE COPPER FLASH, OVER 2x6 TR R,O. HT. @ WINDOWS SELECTED BY OWNERN,. -TURN UP 811 MIN - TYP, ( > a OVAL WINDOW CO TEXTURED FIBERGLASS ap 1 SHINGLE ROOFING 12 12 1/2" GYP BD ON P.T. 1x4 6(-- SHINGLES W/ INTERLAPP'D FURRING OVER 3/4" RIGID 30# FELTS ON P.T. 1x4 @ 611 i• 2 SEMCO RTPGA824 STRAP 0,C. ON P.T. 2x10'S @ 1611 O.C. 0 INSUL EACH SIDE OF WINL70W TYP RIPPED TO SHAPE SHOWN to 8d COMMON NAILS @ 311 till O.C. ALONG EDGE 20'-0" RAD u EXIST MASONRY U1 Jll ll U 11111 CHIMNEY SEMCO RTPGA824 STRAP Ul' COILING STORM SHUTTER 3/4" STURDI-FLOOR ON 11 7/8" EACH SIDE OF WINDOW TYP W/ SPACE & TRACKS TJI/PRO 350 JOISTS @ 1611 0.0 T_ -r- r BEHIND REDWD TRIM +29'-41 _ I�7` ° O - VINYL BEADED BD VENTED • _ ...:r. r..: r: =� _ r_ - rTt_ �_ .L_ :r. -:L : _1_ .T._ . SOFFIT ON 1/2" PLYWD ON LINE OF EXIST 12 - T -� 1 r ^.c� z 2x4 FRAMING @ 16" O.C. - 0 3� _ r._ _ �r_�T 1_ _r___i . _i. L. i. z. 11 I ROOF - ... -�._ r. [ . r i. L r' r _ r -- �. L_ r' i 111I 1 .l .11. 11 _ 1.1_.1111111 5 1/4 CROWN MOLD R-19 F GLASS BATT INSUL CONT _ _ . r [.- 1. 7 F I- 1._ I- I 7. r' "'1' r Z �S_ l -I T . s T__ r - I~-f I" I i I I I L L. I ��r_ U 11I 1 �L a 11- 1--1.111 REDWD 1x10 OVER P.T. 1x4 T 5/8" GYP. BD. z�L - - T_ c :L _L _i _ i [. T: [: [_ t. T r _i z _-�: BLKG W/ 1" DIA HALFX n _l 11 11 _ll, ROUND TRIM BAND R.O. HT. @ WINDOWS l�l�ll 1 L1 L111 11 1 L1 11 REDWD 2x10 OVER P.T. 1x4 8"x24" CMU/CONC TIE BEAM x ROOF DECK & RAILING 1L 1J 1 L I 1 .11III .Ll VIII _ W/ 2 #5 T & B CONT & P.T,W IN PLACE OF EXIST O_ 2x8 SYP #2 LEDGER W/ _ ROOF _ 11 11 11ll it LOAD �_T-- _._T - . LINTEL W/RATED #5 CONT 5/811x$1' A.B. @ 16" O.C. �..... -T ' [-;_i i...j_ :__�. LL- 7 C .._�.: I 11 111 ._ 11 ll Il EXIST ROOF _ 1 11 _l1) X11. 0 L1 11II 11 lI 1 1l Jll�l r . _ JL _ ? :.;_ r rte_Tr--_. .i_. �_T._ -^ 1 1 1 LI Ll I I _l 11 Ll IBJ_ SEE B/A4 FOR JAMB DETAIL--, co 1 L 1 11 1 1 - Jj 1 L4 1 11 Lf �( 11 I[ 1 ,' _ - _ a _lL 1 1 1.11 . 1 .1 1L 1 11 .l I llllI� 1111,1 11l1II 11 _ CEDAR SHINGLE _ 1l 11 [ 1 _ll 11.11. 1 .1 _l1 1. 111 _1 1 _11111 .111T 11111 .�11T. SIDING - 1 1l 1 11 11 11 1 ll I 1 I 11 11 11) 11 1 1 DOUBLE HUNG WINDOW I� l� J� W/ TRANSOM - - - 1 A �I 1lII l 1T1 I 1T 1 1 f ll � 1/2" GYP BD ON P.T. 1x4 `� � T --- T , . � , _ L - L1I 11 11 111 . 111T .. i FURRING OVER 3/411 RIGID `0 I _1L ll 1 11 - 11 l Il ._ � L_ r-r- 0 O INSUL F, ll 11 _ I [1 Ifi tl I.1 ' �ll _ :: J... 1 r r 7 I r r 1 LII l 1LI.I f _ 1 _ It _l I l I 11II _ ® 8d COMMON NAILS @ 311 ®Jl ll 1LU REWD 2x6 & 2x3 FACING O.C. ALONG EDGE I1 1 1 SLI 1 ll �l11�I u L 1Ll� ON P.T. 1x4 FURRING 3/41 STURDI-FLOOR ON11 11 7/8 1 TJI 355P JOISTS @ 16 O.C. DAMPPROOFING ON 811 CMU W/ W/ 2 SEMCO TJC W/ 8-$d 1L1. u LI. 1 Ll. 1 1 1 #5 VERT IN CONC FILLED CELL NAILS EACH JOIST 11. ll 11. 11 111 I 1�11 L 1I 1 ll L l� @ CORNERS, ENDS, & 48" O.C. +191-g 111 1 ill Il 1 1 11 1 �l 1 1 lJ 1 II III l �I _1 _ lel 1 ,, � � , � � � � ; �, 1 �f jj 1ll ��II ll�� JJII l II I� � IL 1 �1I�.11 81x8" CMU/GONG TIE BEAM P.T. 2x6 SYR #2 W/ 1/211x81 `n ;,_.!_;..,, .:_, 1_.1L.,1:�_:�!a_.: !..1__'x.,1-,:.!-:: ;, , 1 LI 111. 1 1 1 J . tffI _ 111I__111JL111- 1 _l l�fl_1�1 I 1 lI 1 1 1 .I 1 IL_l .T 11I _ I II _11�1ll_ lV .1.11I .7 i l 111 W/ 2 5 CONT ANCHOR BO S @ 1 1' o :.:- r .: J .:�� 1, �.. ��=� - : _- 1 LU 11 1 Jl 1. 11 .111 lI 111I 11 I _11 1.1I 11 11. 11I I1 I ._Il 11 .11 _1111 _ll11 � 11 111 � - # 6 O.C, _ r J` IL I �L ]� II ,I JL �L J` l L �l ' u u. _ -.L_i L'._ui_.lvi. �l' ,1. ! ..11 11 Jll1 _ll 11 _ll 1l l 11 lI Il 1 ll� 11I Iu 1 l`1 111i 1 1i 1 . l II ._l1 I 1. llI l Ill 1.11 .11. 11 Jl 1 1L 1 C~ !ai. . :{l. _.Jkri i!';' [a' x.1. . 1 ..1 11 _ 1 .11 1.1LI lL .. l _1 II 11 1 .11 I I �[l1 ,l l '' 1 .11. �_ 11II _11 _ _1. _ 1 . 1 REWD 1x12 ON P.T. 1x4 FURR G z ALUM TERMITE SHIELD CONT �� �� ��� � � ���� i� �, g it P.T. 2x6 SYP #2 W/ 1/2"x8" GRADE - SLOPE FROM .' A.B. W/ 211x211x1/8" WASHER o BLDG. '�� '�\% ���\% 4 \ ' '`,i� /7@ 24" O.C. N /zCONCRETE EXISTING ADDITION GRADE 14" DIA AUGER CAST CONC / +161-1 7/811 BEAM PILE - SEE STRUCTURAL t'-qn 16"x24" CONC GRADE BEAM NORTH ELEVATION -SEE STRUCTURAL NOTES: 1/411 = 11-011 KA H N RESIDENCE REMODELING 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH T X549 B'EA'CH: ` AVENUE.., STANDARDS ESTABLISHED IN SECTION 16B-33.007, FLORIDA ALTLANTIC BEACH, FLORIDA ADMINISTRATIVE CODE. -1 TOWER WALL SECTION 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED I ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM Fisher & Simmons Architects Inc. q., 1/21 = 1'-011 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC z 1510B Second Street South Jacksonville Beach, Florida WIND SPEED OF 110 MPH. v 3, THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR comm 9727 drwn T5 Ta- JWTS da 6/4/98 4 6 USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS. IN °j Qr ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR ° °h' BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. > ELEVATIONS A4 CONC GRADE BEAM - SEE BHT P.T. 4x8 SYP #2 BEAM 0 0 0 a 2 P.T. 2x8 �o o � �_ m Cq 0 � -2x12 SYP #2 a b u EL (L x 0- �, aN N J T 2 8@ 16" O. N el 1 N W N F f� p J m ~ O z z o Q ° a _ _j u, m w 2 P.T, 2x _ cn 2-1 3/4"x11 7/8" MICROLAM LVL BEAM ED o o _ M // O ►L W up -A ¢ Or O � r r (L w x '" / z a Wo ff 1 W O tu 21 P.T. 2x 011k 7 8" J /PRO 35 @ 16" O,C p�" zel— -OD BE RI G A ,. -- n O 11 7/811 T I/P 11 7/8 T I/P O 5 1 " O 3- 4'x11 /8" MICROLAM LV 350 16 ' O. DBLE JOI DBLE JOIST °o -1 11 8" MICRO AM LV BA 3 C,TUDS r DBLE JOIST 1 1/4" TIMBERSTRAND LSL IMBC2,R 1 1/4" TIMBERSTRAND LSL RIMBOAR LF EXIST FLOOR FRAMING EXIST FLOOR FRAMING TO REMAINI Q TO REMAIN ❑ ❑ Q Q Gln. O �' \L `gyp. 11 7/8" tJI/PF O 35 @ 1611 O.C. I ill 7/6" JI R 50 @ 12' OIC. N EXIST F OR FRAMIN W TO REM N a- O N ❑ Q o ❑ ❑ 7771 p d ❑ p d ❑ NEW DECK FRAMING IN PLACE OF EXIST ROOF NOTE: SPLICE TOGETHER MULTI-PLY 1 3/4"x16" MICROLAM LVL BEAMS W/ 2 ROWS 16d NAILS EACH LAYER, EACH SIDE. EXIST ROOF FRAMING EXIST FLOOR FRAMING TO REMAIN SEE SHEETS 91 & S2 FOR STRUCTURAL TO REMAIN SECTIONS & NOTES U., ❑ ❑ ❑ ❑ �� �y d ❑ ❑ 0 ❑ d 15 0 0 ❑ ❑ C�] KAHN RESIDENCE ADDITION NOTES: 1549',,.,BE!AC WAVE NU E' FIRST FLOOR FRAMING 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE SECOND FLOOR FRAMING ALTLANTIC BEACH, FLORIDA STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA 1/4" � V-01, ADMINISTRATIVE CODE. 1/4�� = 1�—O�' N 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN z Fisher & Simmons Architects, �r1C. ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO N 1510B Second Street South Jacksonville Beach, Florida SEE SHEETS 91 & S2 FOR STRUCTURAL WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC 0 SECTIONS & NOTES WIND SPEED OF 110 MPH. 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR Comm1 1 8727 dr«n T5 chkd JWTS doro 6/5/88 5 0 8 N USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN I R S T & SECONDFLOOR bh. ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. luFLOOR FRAMING PLANS of A 5 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ ' _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - _ _ _ -� - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELECTRICALDBLE TJI JOIST OR 14'-811 FLOOR FRAMING FOR LU C14 C11 9K GIRDER U CRICKET 0 50 3r BEAT Hj CL AW451/AW451 SHT 53 FOR TYP CORNER DETAIL SEE SHT A2 FOR SLOPE! 5/12 IV ADDITIONAL NOTES. R I D\G \ TOWER FLOOR PLAN _j Uff W<�yj :3 STUDS Uj SHEARWALL W/ 1/211 CDX PLYWD W/ 8d SLOPE 5/12 COMMON WIRE NAILS @ 211 O.C. AT EDGES & 6" O.C. IN FIELD. INSTALL SPF #2 J/ A BLOCKING AT ALL HORIZONTAL JOINTS. Gff INSTALL SEMCO RS150 STRAP AT EACH CORNER & CRIPPLE STUDS @ 16" O.C. C14 �yj SLOPE 5/12 CL IL Cq %S1 TI- 6 CL U CL WiN Lo ko @) 0 Cq RID �_E C-4 cl C11 2x6 SYP #2 OVER V,4 EXIST ROOF TO REMAIN CNI TOWER ROOF FRAMING PLAN SEE BHT 53 FOR COLLAR TIES. 1/411 = 11-011 UPLIFT CONNECTION HARDWARE (BY SEMCO) SWITCH BANK FOR 1. COMMON TRUSS TO BEARING WALL 1-HDP2X W1 10-10d Qj), COILING STORM SHUTTERS 2COMMON TRUSS TO PORCH BEAM 1-HDP2X W/ 10-10d 7,k 3. JACK TRUSS TO 211X611 13EARING WALL 1-HDP2X W/ 10-10d TRUSS NOTES: 4, JACK TRU55 TO PORCH BEAM 1-HDP2X W1 10-10d C 5. JACK TRUSS TO GIRDER TRUSS 1-FAP18 W/ 10-10d x 1-1/211 C PROVIDE POWER TO 1. DESIGN TRUSSES FOR 110 , MPH WIND LOADS PER CHAPTER 6. GIRDER TRUSS TO PORCH BEAM 1-HDP2X W/ 10-10d 12, STANDARD BUILDING CODE. ALL TRUSSES TO BE 7. GIRDER TRUSS TO 2x6 BEARING WALL 2-RTPGA824 TWISTED 8 COILING STORM CERTIFIED BY MANUFACTURER'S ENGINEER. 8. FASTEN OVERFRAMING 2x6 RAFTER TO ROOF LEDGER W/ 1-HCPLR W/ 8-8d. SHUTTERS IN SOFFIT 2. PROVIDE ATTIC SPACE FOR SECOND FLOOR 9. FASTEN ROOF Lff-DGER TO EXISTING ROOF RAFTERS W/ 2 PCS #12 x 3 3/4" Q) /ABO E AIR HANDLERS. ROOFGRIP SCREWS W1 111 DIA. WASHER AT EACH INTERSECTION, / COU TER 3. PROVIDE UPLIFT STRAPPING AT TRUSSES AS REQUIRED 10. FASTEN OVERFRAMING 2x6 RAFTER TO RIDGE BEAM & TRUSS W/ 1-FAP18 rl BY TRUSS ENGINEERS SUBMITTED CALCULATIONS. W1 10-10d 1-1/21' NAILS, KAHN RESIDENCE ADDITION 1, THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE ALTLANTIC BEACH, ' F=LbRfDA STANDARDS ESTABL15HED IN SECTION 16B-3�5-007. FLORIDA TO SWITCH ADMINISTRATIVE CODE, z BELOW SEE BHT A8 FOR 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN < Fisher & Simmons Architects, Inc. LcGcwu ACCORDANCE WITH SECTION 6 ANSI/ASCE 7-88 (JULY 1990) "MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO z 1510B Second Street South Jacksonville Beach, Florida WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC 01 TOWER ELECTRICAL PLAN WIND SPEED OF 110 MPH. 0 conm 9727 1drwn TS -1..hkd..__JWTS Idat. 5/5/98 rb 1 8 1/4" = lf-0" 3, THE! COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR z ah. USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN S! !2 TOWER FLOOR PLAN & ACCORDANCE WITH SECTION 6 OF THE "MINIMUM DESIGN LOADS FOR > lu BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. ---ROOF FRAMING PLAN or A6 OVER SELF-ADHERED TICALS @ 6 3/4" O.C. (JUSTIFY) W.R. GRACE- ICE & WATER 2x2 BETWN COLUMNS SHIELD ON 5/4" PLYWD ON OUTSWING DOOR 11 7/8" TJI/PRO 350 JOISTS COPPER FLASH'G o SLOPED 2" RAISED DOOR SILL COPPER COUNTER FLASH 'G N LEVEL 2x6 CEILING JOIST SCABBED TO TJI'S COPPER FLASH EXIST SUBFLOOR ON 2x8 FIBERGLASS SHINGLE ROOF TURNED UP - JOISTS SLOPE 2" ¢ +29'-4" ON PROTECTOWRAP RAINPROOF x II ADHERED MEMBRANE ON 1/2" CDX SHEATH'G ON 2x4 GYP #2 FRAMING @ 24" O.C. 12 - COPPER EAVE DRIP OVER 51 ri EXIST CEILING P.T. 1x2 ON REDWD R� 2x6 FASCIA (ALIGN W/ N 30 F'GLASS BATT INSUL CONT EXIST WALL SUNROOM FASCIA) 5/8" GYP, 8D. VINYL BEADED BD VENTED SOFFIT ON VINYL BEADED BD VENTED 1/2" A CDX PLYWD CEILING DIAPHRAGM SOFFIT A 2x4 FRAMING EXIST WALL TO REMAIN AT EAST & WEST PORCHES W/ 8d COMMON NAILS @ 3" O.C. EDGES & TEXTURED FIBERGLASS SHINGLE ROOF 6" O.C. FIELD ON 2x4 FRAMING SEE SECTION 4/A7 BELOW CONT 1/4" GAP IN PLYWD SHTH'G ON PROTECTOWRAP RAINPROOF II 2x6 SYP 02 OVERFRAMING @ 24" O.C. W/ ADHERED MEMBRANE ON 1/2" TEXTURED FIBERGLASS SHINGLE ROOF 15 EAST PORCH SECTION SEMCO HCPLR W/ 8-8d NAILS TO PLATE CDX SHEATH'G ON PROTECTOWRAP RAINPROOF II DBLE 2x6 SYP #2 PLATE ON 2x4 STUDS 12 ADHERED MEMBRANE ON 1/2" 1/2" = 1'-0" AT 16" O.C. TO TOP OF EXIST PLATE S 3 CDX SHEATH'G ON TRUSSES A7 W/ SEMCO HCPLR W/ 8-8d NAILS TO _r7 TEXTURED FIBERGLASS SHINGLE ROOF @ 24" O.C. ON PROTECTOWRAP RAINPROOF II SEMCO HDP2X W/ 10- GIR ER TRUSS NEW TOP & EXIST BOTTOM PLA ADHERED MEMBRANE ON 1/2" 10d NAILS AT EACH SEMCO HDP2X W110- ADDITION XISTING CDX SHEATH'S ON TRUSSES RAFT SE O RTPGA824T W/ 10- NEW ROOF TRUSSES @ 24" O.C. 10d NAILS AT EACH 8'XIS (N.T.S.J @ 24" O.C. RAFTER 12 10d AILS AT EACH &XCEILING JOISTS FRAMING (EXISTIN 4 1/4 HEEL AT 5:12 SLOPED 12 SEMCO RTPGA824 STRAP 3 ~ TRU S _ - TRUSSES TO ALIGN FASCIA 51 FROM PONY WALL TO DBL W/ 3:12 SLOPED TRUSSES ( ) ( 2x12 BEAM @ 1611 O.C. ( ) +371-11991\ • +37'-11" EXIST OVERHANG REMOVED _ COPPER EAVE DRIP OV - R-30 F'GLASS INSUL CONT COPPER SAVE DRIP OVER P.T. 1x2 ON REDWD W/ BAFFLES BETWN TRUSSES P.T. 1x2 ON REDWD R-30 F GLASS INSUL CONT R-30 F GLASS, INSUL. 2x6 FASCIA - 2x6 FASCIA �, 5/8" GYP BD OR T&G CEILING IL CONT 2x4 LEDGER SECURED TO `� 5/8" GYP BD OR T&G CEILING !� EXIST RAFTERS W/ 2-#12x 5 1/4" CROWN 5/8" GYP BD CEILING VENTED o" R.O. HT. @ DOORS & WINDOWS x VINYL BEADED BD VENTED _ R.O. HT. @ WINDOWS & DOORS X 3 3/4" IA WS RIP SCREWS VINYL BEADED BD V w DBLE 2x4 �Yp #2 PLATE W/ W/ 1" DIA WSHR AT EACH SOFFIT ON 2x4 FRAMING �- DBLE 2x6 SYP #2 PLATE W/ �j SEMCO TPP4 STRAPS @ 16" O.C. INTERSECTION SOFFIT ON 2x4 FRAMING DBLE 2x6 SYP #2 PLATE W/ N w 2' p� 2-2x12 SYP #2 " x � @ 16" O.C. SEMCO TPP6 @ 16" O.0 TO x @ 16" O.C. z I I z " �� STUDS TPP6 @ 16 O.0 TO w SEMCO HCPLR W/ 8-8d SPLICE DBL 2x12 EXIST DBLE 2x4 PLATE 5 1/4" CROWN OVER REDWD STUDS uu COPPER FLASHING C9 I I Ch BEAM TOGETHER -, z NAILS z _jI W/ 2 ROWS 12d 3: — EXIST T&G CEILING & LEDGER NEW RAFTERS 2x8 CONT Q I I Q NAILS @ 8" O.C. W/ J 1x12 REDWD WRAP z Q COPPER FLASH, OVER 2x6 TRIM z 11" DIA TUSCAN COLUMNI - EXIST EXTERIOR WALL -TURN UP 8" MIN - TYP. � ON P.T. 4x4 POST W/ 2 I ON 2x BLKG (PRO- -j SEMCO RTPGA824 STRAP PLYWD SHEARWALL SHEATH'S ON .. I I VIDE VENT HOLES) _j ~ NEW ADJACENT WALL W/ 1/2" CDX c° 1 Q TO BEAM W/ 20-10d NAILS I a I I INTERIOR FACE OF 2x4 SPF #2 STUDS N PT 1X4 T&G FLOORING ON � I I � @ 16" O.C. DOUBLE HUNG WINDOW SEE 1/A7 R-19 F'GLASS BATTS CONT. R-19 F'GLASS BATTS CONT. PT 2x6 JOISTS @ 16" O.C, i EXIST SUBFLOOR ON 2x8 JOISTS 1/2" GYP BD ON 2x6 SPF #2 - SLOPE 1" 1/2" GYP BD ON 2x6 SPF #2 W/ RIPPED & SHIMMED 2x6 @ STUDS @ 16" O.C. 2x4 CAP & ROUTED 2x2 W/ I� STUDS @ 16" O.C. NEW W & EXIST SPACES O.C. TO ALIGN CEILINGS OF EXIST 2-2x8 BEAM CEDAR SHINGLES W/ INTERLAPP'D SLOPED TOP ON 5/4x5/4 VER- I 8d COMMON NAILS @ 3" NE 30# FELTS ON 1/2" PLYWD 8d COMMON NAILS @ 3" TICALS @ 6 3/4" O.C. (JUSTIFY) _ SHEATH'S OVER HOUSE WRAP - O,C. ALONG EDGE o �� _ O.C. ALONG EDGE 4'-4" " 2x2 BETWN COLUMNS 3/4" STURDI-FLOOR ON 11 7/8" 3/4" PLYWD, FLOOR ON 11 7/8" VERIFY WRAP CONT BEHIND TRIM - == 3/4" STURDI-FLOOR ON 11 7/8 - „ TJI/PRO 350 JOISTS @ 16" O.C. P.T. 2x6 SYP #2 PLATE ------ `" l = TJI/PRO 350 JOISTS @ 16 O.C. +29'-4" TJI/PRO 350 JOISTS 16i' O.C. SEMCO HCPLR W/ 8-10d I +291-411 - ALIGN W/ EXIST - +29 -4 - co _ P.T. 2x8 SYP #2 PLATE W/ - 1/2I'x10II A.B. W/ x1�-1/2" NAILS @ EACH FLOOR _ 2"x2"x1/8" JOIST TO 2"x$" BEAM. (HIDDEN 2 SEMCO TJC W/ 8-8d NAILS 'r' FROM EACH JOIST TO BEAM1 in j WASHER @ 24" O.C. W/ SEMCO FROM VIEW BETWEEN DBL 2x8) ° - R5150 STRAP @ 16" O.C. TO I 11 l 11 11 STUDS 2x6 REDWD OVER 2x10 REDW - o , r , �� �� BEA R-19 F'GLASS BATT INSUL CONT ro , R-19 F GLASS BATT INSUL CONT R-19 F GLASS BATT INSUL CONT 8 x24 CMU/GONG TIE fi 1� P.T. 2x8 BEAM AT EACH W/ 2 #5 T. & B. CONT & P.T. _� 5/8 GYP. BD. 1x10 REDWD - 5/8" GYP, BD. 5/8" GYP BD OR T&G WOOD (SEE PLAN) EXIST HEADER 2x8 SYP #2 LEDGER W/ 5/8"x8" R.O. HT. @ WINDOWS SIDE OF EA 4x4 POST W/ �� & DOORS 1- 2 5/8" STNLS STL THRU �—� CLOSURE R.0. HT. @ WINDOWS N 1 1/4" TIMBERSTRAND RIM BOARD A.B. @ 16 O.C, cA BOLTS W/ RIPPED 1x8 REDWD _-_ PLICE 411x4" POBT & DOORS .. SECURED TO ENDS OF JOISTS W/ x BOTTOM CLOSURE (NOTCH 3/4") I W/ 2 PCS SEMC W SEMCO JOISIf HANGERS AT EACH 1 ul I I RTPGA824 STRAP _ JOIST COPPER FLASH, OVER 2x6 TRI P.T. 4x8 BEAM W/ 2 CNTRSNK W/ 20-10d NAIL -TURN UP 8" MIN - TYP. 5/8" z STNLSS STL THRU BOLTS I I Z MICOLAM LVL- BEAM (SEE FRAMING 1 I PLAN) I LOAD RATED PRECAST z TO 4x4 POST LINE OF EXIST & ADJACENT NEW00 LINTEL W/ 2 #5 CONT I - COPPER FLASHING CLOSURE I J co WALL BEYOND _j COI Q Q � � I SEE 1/A7 EXIST WINDOW REMOVED (SEE PLA I Ico DOUBLE HUNG WINDOWCP 12" DIA TUSCAN COLUMN 1/2" GYP BD ON P.T. 1x4 °0 00 1/2" GYP BD ON P.T. 1x4 n ON P.T. 4x4 POST W/ I ; FURRING OVER 3/4" RIGID FURRING OVER 3/4" RIGID SEMCO ABP44 ANCHOR W/ ao o INSUL INSUL 12-16d NAILS INTO POST I & 1/21lx8" ANCHOR BOLT , I 0) 1x4 LEDGER ON EXIST BAND 8d COMMON NAILS @ 3" 4i217 8d COMMON NAILS @ 3I1 JOIST TO ALIGN NEW FLOOR � - CEDAR SHINGLES W/ O.C. ALONG EDGE INTERLAPPED FELTS O , PT 1X4 T&G FLOORING ON I I O.C. ALONG EDGE W/ EXIST FLOOR STRIP WOOD FLOOR'G; ON �� I 1 1 DBLE JOIST P.T. 1x4 SPACED TO = 3/4" STURDI-FLOOR ON 11 7/8" PT 2x8 JOISTS @ 24 O.C. I 3/4" STURDI-FLOOR ON 11 7/8" MATCH 6" SHINGLE EXPOSURE JOISTS @ 16" O C. (SLOPE 1") ON 2 P.T. 2x8 I ' I TJI 35SP JOISTS @ 16" O.C. 3/4" STURDIwFLOOR ON 11 7/8" I TJI 35SP JO TJI/PRO 350 JOISTS @ 16" O.C. 1 W/ 2 SEMCO TJC W /8-8d BEAM @ EACH 4x4 POST W/ 2 SEMCO TJC W /8-8d 1 �^ I' DAMPPROOFING ON 8" CMU W/ 11 11 NAILS EACH JOIST +19 4 #5 VERT IN CONC FILLED CELL NAILS EACH JOIST 2-2x6 REDWOOD TREADS W1 +19'-4" _ Iz CID @ CORNERS, ENDS, & 48" O.C. EASED EDGES ON P.T.2x12 P.T, 2x6 SYR #2 W/ 1/2"x8" 'n 811y,811 CMU/GONG TIE BEAM - P,T. 2x6 SYR #2 W/ 1/2"x8" STINGERS @ 24"+- O.C. W/= la - W/ 2 #5 CONT ANCHOR BO S @ 16" O.C. - ; REDWD 1x RISERS I ANCHOR BO S @ 16" O.C. _ o a I ALUM TERMITE SHIELD CONT P.T. 2x8 PLATE W/ 1/2" ON I 2x8JOISTS SUBFLOOR z ALUM TERMITE SHIELD CONT --- ANCHOR BOLTS @ 24" 0,13. @ 16" O.C. P.T, 2x6 SYP #2 W/ 1/2"x8" n ©ILD P.T. 2x6 SYP #2 W/ 1/2"x8" o W/ TERMITE SHEILD GRADE - SLOPE FROM = A.B. W/ 2"x2"x1/8" WASHER A.B. W/ 2"x2"x1/8"@ WASH11 ER N - SEE STRUCTURAL ; ° EXIT FOUNDATION O.C. & F OTING G. @ 24" 16"x24" CONC GRADE BEAM O BLD - _ \ \\ _ /,, +16' 11411 -1 7/8" 12"x16" CONC GRADE BEAM /;�' /�: +16'-1 7/8" SEE STRUCTURAL /, r — , SEE STRUCTURAL 11-p" 4. 14" DIA AUGER CAST CONC 1'-4" PILE - SEE STRUCTURAL 1'-4�� 16"x24" CONC GRADE BEAM 16"x24" CONC GRADE BEAM -SEE STRUCTURAL -SEE STRUCTURAL r -- — 2411x24"x16" CONC PILE CAP BEYOND SEE STRUCTURAL WALL SECTION 2 WEST PORCH SECTION 3 WALL_ SECTION � 1/2" = 1'-0" A7 1/2" = 1'-0" A /-7 1/2" = 1'-011 A7 NOTES: COPPER FLASHING 1 ROOF SHEATHING TO BE 15/32" MIN. STRUCTURAL 1 8d RING SHANK NAILS @ 3" O.C. t��J W/ 8d COMMON WIRE NAILS @ 4" O.C. @ ALL EDGES & F'GLASS SHINGLE ROOFING �� ATE SUPPORTS. INSTALL 8d RING OVER ADHERED MEMBRANE ON P.T. 2x6 SYP #2 W/ 2 #12x3 1/2" 6 O.C. @ INTERMEDIATE �j SHANK NAILS @ 4" O.C. AROUND 4'-0" WIDE PERIMETER EDGE 7. PROVIDE CORROSION RESISTANT FASTENERS (STAINLEES STEEL) 1/2" CDX PLYWD SHEATH'G ON STUD) IP SCREWS AT 16" O.C. (EACH BAND OF ROOF SHEATHING. AT ALL EXTERIOR LOCATIONS. MONO TRUSSES @ 24" O.C. - STUD) 2. GLUE & NAIL ALL 3/4" STURDI-FLOOR PLYWD SUB- FLOOR SHEATHING W/ 10d SECURE SHEATH'G W/ 8d COMMON WIRE NAILS @ 6" O.C. EDGES & 6" O.C. FIELD. INSTALL SOLID RING SHANK NAILS @ 4 O.C. 12 W1 5-1 FAP18 EACH SIDE OF TRUSS BLOCKING BETWEEN FLOOR TRUSSES AT ALL BEARING WALLS. TOE NAIL NOTES: @ EDGES & FIELD 11 5� W/ -10dx1 1/2" NAILS INTO TRUSS & KAHN � � � I � � N C � ADDITION 5-#12x1 5/8" ROOFGRIP SCREWS INTO 15.49'4BEACH.= AVENUE, . BLOCKING TO DOUBLE TOP PLATE W/ 12d NAILS @ 6" O.C. 1. THESE DESIGN PLANS ARE DESIGNED TO BE IN COMPLIANCE WITH THE COPPER EAVE DRIP LEDGER '� P.T. 2x8 PLATE STANDARDS ESTABLISHED IN SECTION 16B-33.007. FLORIDA OVER P.T. 1x2 ALTLANTIC BEACH, FLORIDA 3. SEMCO RS150 STRAP @ 16 O.C. WRAPPING SEMCO STD JOIST HANGER W/ 10dx IN PROFILE SHOWN W/ 10-10d NAILS INTO STUD ABOVE, ADMINISTRATIVE CODE. REDWD 2x6 FASCIA 1 1/2" NAILS INTO TRUSS & 10-#12x 2. THE MAIN WIND FORCE RESISTING SYSTEMS ARE DESIGNED IN W/ 2-12d S.S. NAILS TO �� F 4. ALL WALL SHEATHING SHALL BE 1/2" CDX PLYWD ACCORDANCE WITH SECTION 6, ANSI/ASCE 7-88 (JULY 1990) "MINIMUM EACH TRUSS 1 5/8 ROOFGRIP SCREWS TO LEDGER Fisher & Simmons Architects, Inc. W/ 8d GALV NAILS AT 3" O.C. AT EDGES & 6" O.C. cV DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" TO IN FIELD. INSTALL SOLID BLOCKING AT ALL 4„ WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC VENTED VINYL BEADED BD 50FFIT 'a 1510B Second Street South Jacksonville Beach, Florida SECURE SOFFIT W/ ON 1/2" CDX PLYWD SHEATH'S u HORIZONTAL JOINTS. SEE LO KI FOR SHEAR 1 3/4" WIND SPEED OF 110 MPH. 8d S.S. NAILS @ 6" W/ 2"0 VENT HOLES @ 12" O.C. WALLS & NOTES. 7 3/4" 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR @ EDGES & FIELD RFICATIONS INOOF C T 1 8/4/98 REVISED 3/A7 oomm 9727 drwn T5 chkd JWTS dato6/5/98 7 8 5. BEADED BOARD VINYL SOFFIT TO HAVE VENTS R5150 PROFILE ACCORDANCEUSE WITHSECTION 6 OF THE ITHE GN A"MINIMUM ND I DESIGN LOADS FOR 4 SHED R O O I D E T A 1 L,+ p to ah. LOCATED IN GOOVES OF V-JOINTS EQUAL TO IN BUILDINGS AND OTHER STRUCTURES" MENTIONED IN NOTE 2. N WALL. SECTIONS A7 INVISIVENT BY WOLVERINE. PROVIDE 411,0 VENT HOLES A7 1/2" = 1'-O" IN PLYWD CEILING DIAPHRAGM @ 12" O.C. WHERE OCCURS. a or 0 J D p AC D O TO SWITCH IN ATTIC C BELOW IN INSULTD O C C SPACE n n .'. � `�` PROVIDE POWER TO O S `, � COILING STORM SHUTTERS C AB cc, O v w> FOR 5 WINDOWS P T SWITCH OV J � BBE LOW L4SWITCHS FOR P �`�,f(✓� `lF� > SHUTTERS M TO FLOODS Q ABOVE // V <://) `\;�� dM v V dM C v dM B B B B TO FLO DS B ABOVE ij n n �^�\ F / 3 4 P `.`� (J�' C C C C I I C .�) `�. E C a w v C I I 3 I n n I C '13 B N I I 6,j A n A E C i i C 1 K K11 II ' 1 I I I I I Ir C i i i i i r------------- ----- R i 1 �------ R __ I I I _�._---__-____� HR d i i i I I J~i I I C I K i C 3 i � C -______-___JC DR ER I i i i C i ------i I , G K K I C A A i i i i C----� i i �- C-- I L I II 1 C C 1 Q ------ 3 T C C I ^1i F Z I 3 I I AT RE ESSED IL P I C i 1 REIIF DESK ENEAT STAIR I M C M C C M ® i i W C I I I 0 I 1 I A Z Q TO LIGH C p ^ , N FLOOR C ABOVE N Q D i J D n` F /,^) O LIGHT M <\`\F ^> C ' ) w mi ```l ( ' `�'KBELOW 1 (� <' W R a Z JI ISP �� :• -(�- NEW - G' R C C D T AC R hJ EXIS EXIS AC-2 AC-1 C _ M R � ---_ OVENS - T B P 11 i B g g B 11 � 11 I rl ' 11 . 11 /r MEASURE EXISTING 11 TO VERIFY LENGTH 11 11 rl 11 CABLE BELOW FLOOR TO PLAYER PIANO FROM CONTOLLER SEAL PENETRATIONS SECOND FLOOR ELECTRICAL FIXTURE LEGEND: 1/411 = 11 -011 $ TOGGLE SWITCH DIMMER SWITCH SEE A6 FOR TOWER ELECTRICAL PLAN. DUPLEX RECEPTACLE DUPLEX REC. ABOVE COUNTER (4411 A.F.F.) DUP, REC. - WEATHERPROOF ® 22OV. OUTLET/JUNCTION BOX O 110 V. JUNCTION BOX Q TELEPHONE OUTLET SWITCH ONLY LOWS ' HALF OF DUPLEX I'u � S SMOKE DETECTOR OUTLETS WHICH AR SHOWN AS SWITCHED. CABLE TV OUTLET PROVIDE GPI CIRCUITS AT ALL OUTLETS AT A PENDANT CEILING LT. FIXTURE WET OR DAMP AREAS. KAHN RESIDENCE ADDITION B WALL MTD. LT. FIXTURE TYPE R FIXTURES ITHOWITCHINO INDICATED SHALL AV AUTOMATIC DOOR 1549-• 5EACH. AVENUE• C RECESSED CEILING LT. FIXTURE D DOUBLE FLOOD LIGHTS MTD. UNDER SOFFIT $ (LIGHT ON WHEN OR OPEN) ALTLANTIC BEACH, FLORIDA g FIRST FLOOR E EXHAUST FAN/LIGHT COMBO. - $ SEPARATELY HAVE OWNER WALK-THRU AFTER LOCATIONS OF U F 5211 CEILING FAN (W/ LIGHT KIT WHERE 2 $1S) SWITCHES, OUTLETS, ETC HAVE BEEN MARKED zFisher & Simmons Architects, Inc. 1/411 = 11--011 G EXHAUST FAN FOR OWNER APPROVAL OF LOCATIONS PRIOR TO J FLUORESCENT - SURFACE MTD WIRING & GYP BD INSTALLATION. z 1510B Second Street South Jacksonville Beach, Florida K VANITY FIXTURE o L UNDERCOUNTER MINI-LIGHT LINE PREWIRE FOR STEREO SYSTEM AS DIRECTED BY M TRACK LIGHT AS SELECTED BY OWNER OWNER. a°mm 9727 drwn TS ahkd JWT9 data 6/5/98 8 8 z ah. N HEAT LAMP AS SELECTED BY OWNER o P DOUBLE FLOOD LTS. MTD, UNDER SOFFIT ON COORDINATE W/ SECURITY SUBCONTRACTOR FOR N ELE C T R I CAL PLANS A8 MOTION DETECTORS OWNER PROVIDED SECURITY SYSTEM & PROVIDE 110V u °f POWER SUPPLY FOR SECURITY PANEL. REVISIONS BY d off glqlom V PG;I IJ pt�`r S1'KiJC't'[�[tr\L N( TF�S: �I-o 5,,Str o3.�,/�1 5!3'' 3,9tzJ o� -o a' S �c DES[GN 1N AC(;OLMANCE W1111 itEQUII2EN11Wl'S Ol '1'111': 1994 S'I'ANL)ARD ,A ��,^- N �: yQ liUll.l]IN(; ('OI•)I? AND ,'\S(;1; 7.1):3. LIVE L()r\US: g. ! I200l' :\NI) (':\NOl'll';S.........................''0 PSF ,fes .5 � a+i 2" � lI ( U125 {() ISI r.'� • • ,iia f n,��l ` �. T`{.r.!'�,�,:: �wp✓,',a� rt 'csk ) ' 2. 44 IN r,()M) DI'SIGN :\SWE 7-1):3 r ''/ " r m �(•� q ���" Jim ( � k 1 14'fND til'F'I''D r3ASR.. ... t lU A'll I l I',XI10SUl2 L... ... .. ........I) 4, ;. ll � 41�•.r I� Nlf \NOl'I'... .... ... ......... LL 1`1' 1001 ........... .......... ................)/1u (22.( U 1';(;t(a11 + 44'INUO\4' AND I) )OI2 UI;Sf(.iN !'I2l;SSUl21';... riO. 1 I'S1'' mom +/ry• J"%8 t UNIT S'L'I21?ti�l?S. ` N \) ('ON('ft{ I'l' 1)I+;SI(,;N :\� OE \C l :31)i L:\'11':5'1' :\1)I)CI'ION t69M afnq l� w X I(v Ca�C• �� GRr}nE �►,L � ;' :\U(;l;ft('.\S'1' PILI............... ... .. . . . . ...... U ;.. k rtA� til y I 5�a 1; ` ,l, CAPS AND (.'RAI)i�; ;:\NIS......... .. ......I't:= :3001) PSI � V I'll r \1,1,0'1'III':C2 (".ONI'Itl'"IT (U.N.0) ... .... . lig'- 3000I'S1 w ► Fji Itjl�{ ar Ste` 2 41 , y , )=t' lij ltl';INI OI2('l':Itll!;N'I' AS'I NL A-615, (;12:\1)1? (30 = c�,/f .Y9r r �I ~ W 4t r' J +; aw :\5'1'141 A-:325 1)) \4'I':t.k)Isl) I;L,1;(''I'I2O1)I';S \5'I'NI ;\ G:3:i. ('L:\55 I? 7U\\ V U rrr,rti. 1 1 .. fig• "? uj w , ) 3 � !; ' � , I';) 5'I'I2UC'I'Ukt:\l,ti'l'l+;I':L (t 1';SIIxN 1'I�:lt ('Uttlti';N'1' 1;t)I'1'lC)N :\l5(') 3CD= \I,I, ti'['L:I';I, :\5'!'111 :\:3G k ( 5 I ) SOI!. 1il';:1[2fN(; 01';511�N 141.\\.) 2x)00 PSI' l tr .? � _ ( 1 .............` Co C'ONl'Itl '['I, MASONRY (DESIGN l't':lt ( Ultftl?N'l' (:U['I'IUN .\('I 5.30) 0 t l y S�r �N ISc W� �5 �p/7 n/1✓ill, -� o SSIb1SNC;' ll . .... m1i0) 'SC{� k2 : '� k SPFtL3n Ab ' - �alG � I. \5/' ( ( N( lt "I'l+: tLIbS.l'11C v it NIININIUNI I/[" 1/1 at e++", �� �py,1t 11) MINl141U141 '1'LI' I+;L,I?4'�\'L'LON 10.0' N(.,4'U P =;; ' Vt:i`1 ' ( ADD ) #5 \ 2�-0' 14/It:3'1'11+;S :\'l' 12!" a� scAiFS y N �V `� Y Sl�rac� T' ;4#;;; Q ) (;) ).( 'Itl 1'I l;l N'ENDU• (;;IINf!:N'I'I!IZI,INf l' `, ,� �a t..Y I)) :11)1) (I)t)7 t ID' 0" 4G/ S PANI)ARD J0 [)E :i5 ICv W ti co r.1C.g.em �` C�`4P'1 ti >t5 �� STr �Ci > +1D , 2` ��' ' ' pE '/� O � PILE, NU '1'I�NI)I+' IN I( I Ill, ('�\I 0 t� 12 o,c ('(t)N('lil;l\l'; I`v 4000 PSI� � Ar ��H t�Jp ,, .7 , ;, „ , •4 b 't-=• : p r „" (�"'tTt� I'') 111.,1', ( .\I :\(,I'I'1 SlL\L,l, t3l :30't'ON5 lkll + '''{�' h r, �' � t.'. 'fit y. •�,•.�y I - w-- .' 4 s : • �::.,.. I,, NI ('04'1',12 1012 rel Y:.; ) )I2:\4VINl.,'S, N11NlNlU I t• ,.: � •;k � ° 5 Na I� a G 1 tiff O'I'I l l';I2\I"ISI? SHOWN U4\'N ( N I �.. �). N'� .f+•f 1 .17.'4.11 /. J�>}' 9 c�o� 12 Sr P - •. ,r ,:�,. : �►. `:.�, N 0 I 1 UEIN1'ORCIN(; i '' � :- .r.-. � r.,- � p ,, � � ti11.11.1, III` I�O[,I.c)4v5• }N,' y�. L.� I ..... ....... .. ... ... ... . .� l l f` 1 �ti )l „tl' rl'IN(;5 . 3 131';:4N'1S, PILE LE C:\I S. . :3 lr7 C9 .�ca6 ,. I r .� ` I(„', ' I =G7c f�nfs/a,(� Tu iAIT"�ryP� " �_ I 1� IIAi ( ( I.N "�... 2 v C u �-r•� SI,.\l3 )N (,12.1.1)1,. . .... .......... ...... I I,I21,1) ( W1,11 l I I[l — W x P ( ❑ _ l -For St.A�, [ , 1 , �' �- N. ,t �� � E�iM � ��.� '(�' (l• •\I.I, F21;IN(�Ol2('IN(; 5'1'1';1':I,SII:\Ll, 1.31: !'l,.\('I';l) IN .\('1'0121):\N 'l': � �y G f 'I'1 1 IGAL, BENI)IN(; DIAGRAMS AND PLACING, 1q., AND OI :\('L S'I'.1N1):\I2U5 Tp AtJjp -4*Cv wrrpm \Nl) 51'k?('ll 1('r\'i'IONS. \t,l Rl':INI'Oft('IN(, �`1 I';l';t, 511:11.1, Ill" 111':I,I) W O v�1� 3s)�s �,►�'n,G St':(.:UIIII ' 1N 1'U;I'I*ION W111I S'I'ANL):\RD AC('•I':55Ok211;S WON(, l'LACIN(; ��. c�SC A '' HE �. ArJSid A�c.E Gl�si �ll,L ROOKS IN 121';INI URCIN(..; BARS SHALL Iil'; AN ACI S'I'ANI)ARD w , (� Ta \ .---. /nil 1� T��A [100K U.N.O. P'T. _ Q.. Cv v l v ,�,,/ / /tIG Ca►.1crl E Ft t~.� )�\/001� ❑ U. J 1)()441'`1,5 V I2UNl x'11,1; CAI'S.\NI) l.;N.\I)[+; 131'::\NIS'!'(,) ('OL.11141N5 Sl 1:\1,1, 131: -Ci I IACLI) :\NI)'l11 U 13r';l�OI21+; ('UN('I2I?'1'I, 15 f UUI21 1). '1'111. 1 NO �II:U.I. T 131': I'USIIED IN'1'01'11l': CONUNE l'l+; :\I I'I';lt f'L:\('I?NII':N'I'. ui ui 7. '(IILLCES IN IU INF0IW1N(_;. 4VIII,'; 'I01131?111'1"1'I';1). SHALL AS Cc m C G. AUOERCAST PILE FOUNDATION PLAN `I'E,1%I 'li I6VI'UIM ltl':INF0R(ANG .... ,.... ,11,1,0111I';I2S................................. ........3L [321[2 IN '1'01' SHALL BE141:\I)1; A'[' N111)SPAN U.N.U. � � CG ' Ca�X (ter �,T ��-r X l©=+0') '' SECTION 51'!,1('15 IN tiU'1"l'ONI I2 r:INl�Ott(.'IN(; Stl:\Ll., 1.31'; NL\I)I': O\'I';I2 � rani c Armes Cir• VE)4 ��`1orJ vF I I �S, T j 1 20 35p rt 71 'T"S 5U1'E'Uft'1.5 U.N.O' w A QG�C 1111 ST Q7�CXIE�C'_ F i(..Z' I 1A S. 1 '1'IIt': l'UU'11W, KLP,4'A'I'IONS SIIO\4'N O('(.'UIt IN A Ul5'I'1112kih;l), Olt 1D 1;NGINl4,I,, 2 SIIAI,I, 131': N01111ND, Z�4t cc?Kv_ E1 �ICr cf1�• > , UYIN(.,. ()It U'I l lk';ft 1). I'rtO4'[1)1': :\L,L'I'l;Nll'UI2:\K1' l3[t:\1'IN(;, St[O[21N(,;, (; Cv C_- Mo � ��r~� ,� J I Y �� 1411::\NS`i'U SUI I UI2't'S't'RUC'I'UI2,\I, I,L1,141k N'I'S IN I'Lf\('1': I)U121N(; l'ONS'I'It LJ("l'I ON. Ftirz r0 eAl- Ft.AVE,� 10. uItll N' 1,1, 1)1 NI I';NS 10 NS WI'l'I1 :\l(C'II111?("I'UI2,\1, 1)1 M WIN(;S. .� I I. 'I'll!; S'I'kUCIV RAR, NN(;INI;I';I2 S11.\1,1, NOT I I:\1'I ('0N'ITO1,0I2 112': * r 121?SP( N511ilh, FOR ('ONS'1'I2UC'I1ON Nll';,\NS. Nll':'1'1101)5. G►✓1 tJ �!A I (r W.l (� V 1 k ,J ¢� Ctrrf V k�A lr L �.( 15 �/ar4s�3'ryk� Gt7�C.r1i~'7'� I'I?c'1(N((�UI?S. 1'120('1':I)UKI;S. Oft Sl;QUI':N('t';5: VOR .\("I:S Olt „ lrtl Cvr1GF(TF VrILLG'P CE?--C- A� �GTUR►�I-•- '�-A�� ���4Cpt'p�T� � "p�0,� L.�D!v�' ��I�.,,�ur>"�}1,,, �+(,�}Irf� �- �'� p'T` FLATS ArlU l'I';125ONtif'l�.ltl•'0121411N(; 'I'l1l; WO1214O12I�O12 '1'Ill? I�1\II,UI21': OI•' ;1N1' 0Fk( � 1 �, �drG► F(.opV- 7t;,15Y5 aO'r '1'1 NI 'I'U (''ONS't'I2U('''I"IIIb; \ ORK IN ACCORL)ANCE 4\'1'1'11 11Il? 4 6t4o1�l�I l='vR CI.KIT�►T� ('ON'I'lt.\(''I' I)O('UNII N'I'S. K a rr�I1 �, �� tl�,c,. `- 3/�l s�.r> 1 •�t.cx�r 113 t_ � �SF�? 54 ATt�i AC7 k f � so',u x z�1 a eAa Gam GR�iDE u/e_0 A6 c. L Tc 3 � ,�-Tc]�D I rLJ.��7w, cocokyke-rIE x)4,,4 W1 4 tk[J Tz� AVP - Ti Cr i 3C_A" 1,/j rJ Coti1T. IrSC� �•N F - ��ti �a' GM0 lc,04c'RETE TIIa �jt�M W/Z * 5 co^n= . r S�rrvM Wl 9-Z fiE tr op 77 w 77 E 'I�arJ�N1 W 12 ' S Ca�T', �' t'©,G r Z5 4A p A4 I n � ►� � �.:. �,,�y1,,( l 'I'llr�,51•;S'I'11C!("I'l'R,\1, {'L:\tis ;\Itl�. I)I';SIr�NI�.I)'I'O f311; IN Ilnj -is�'j, o 35Q Q or)oKkt h/� � �i�-� C.l�r� :rte.. �' t't.)(�1111,1AN ► WI'I'l1 '1'1111:�'r.\�Iy:�ltu5l':fir,\liLlylu;u - 1.,'^111 IN 51•:i�1'I()N 1011_:i,3,007 . l'I,t,1211):4 :u)All�l�'l'1t:4'rl\ I: r()1)r'; f, \ ��•• i. .i% ' I — �y - `� 'I'l l l' 14f�\IN \1'lNl) l�OIt('11; ttl':SIS'I'I:v(i Sti'S'I'I•;N[S .\1(11: (IN 1) +QD1� I. -N4 ('r'(Afl):\N('►s 141111 SP:("I'I( )N G, .\NSI1,\S(*' 7 tits O UI N 1990) 2 S' 1 A I I ►M .4 , < y P -/�/ ( tv "MINIMI-Al I)r;51t�N I,+)n1�5 )''t>lt 13( ll,l)Itititi :\\I) +rrlli,lZ q-r- ��1-4 tic' 1 741-go w� rQ v � ram 1 5'1'121'1"1'('121':S" '1'O \I'['!'I IST.\NU'I'I I1? 1\'INI) L().\1)S :\SS()('I�\'I'l':I) C]FIAWIV ��k /�i- I I \41'1'11 ;1 NIINlJvitW BASW \4'INDSI'h;l;l) t)I 1 It) 1\11'11. GG ,► .� r ����� ° t \�`�� �A i y , II \VI,; lil•;I';N SNlh,t.,I•l,,l) CHECKED � �Cp 14 '�,Ti 5�� � �� � � �- :� � �, j1 � �� :3 '1'111': (;( )NII ON11:NTS :\Nl) t'L,:\I)I)INci r J (-(D N w t '+T7� /C) 1N1)'I'III?II2l'SI; INI'Okl't 112.1'I'1;111N'I'O'I'I11: 11I';51(.N R� Z � X g :._., ,(.), ) • , —� �' ;b �7 r~ 11..E `',; of . :� � �: w h,,f 51'I4:t'I1�I(':\'I'I()NS [N .W(l)Itl).\Nt'11: 1\'1'1'1 I SI';t„I'Ic,N t; OI,­I'l I F: DAT /�1►IGI-�4�^ :1 rte" ��1 .; . - 1-:, .' 'r =?l` r , Fly 1F E( F I (�'- "r�a ,i "MINl.l\IUM I)F:SI(;N Lt):\I)S I ()It lil; LDIN(;5 AN"D (p 7cp / /` tip' s, '�" �� lg t1 `t p� p> "DI GIa LIa(t a S'l'M.V IVILKS'• Nil,, 'I'I()NI:r) I N N()'I'l•;'� r� SCALE / '// pt»i1"t'� f/�ti� ' _ ICo W >< z�d CANGCt�T� C�RWD�" -. V�fASI�� � S6�M K!! 4 Top SNA I d V�T�- ' h�i t 1'� }�! "l t*7) I ,� ,in t� Cra 96 a rT o M µ! t$ 3 r'►�S �'( I►�t±p►�.G..I►�Ca C 1 C° w r< 2 a Co t�G�tit R�Az �r t�1 o t� ,,o r� N 1 . (� I Q� v) G, 14 Sa A , A�C.P+'�Y Gare A Mtn K 14b rl 1q l STZ) ode ZEA :> H , E t F1 LIS- W� � J*5 �rVJ1>e"D �f'«�t.c� 4u j (:�RK}17� �pA4 )ZcOVI�oj- illi o SHEET ��� .�. SECTION ,dTo p,t.E- dAp / '.p,) ,4,Ip Z S , � � Iv j STD, �7ta° ��D �rEal� � S- 1 REV. SECTION . " " SECTION (a i ; 1'' 0 /�►7rj PILE_ eA� ,'-h `/ / t v OF SHEE 1 S MATIOM"PR,NTFASr NO. 286AG-8-24X36 REVISIONS BY omJ:h A7-' r sT nc�r� rxn v,) r4� I r �i.vv R �� STI�� �R• ' �spPa I t,5 U I I rya 1 -r71 �3� P To,ST [� 1(P'+P�C`•. 3�s�, stt�Zpl fro n.. . �, '1 ` ,,�/ S-I adl�x I N1141 To P�1A� V4 A�+L5 ��1� Zc�,Sr Tb Bev W( G. .,p17 , sl/p nlo,? �,A l LED To QLATE'" ` II Z*1n1�77 Tz-0 10 LJ �a1b� ., ► ,. i j � Gs scM G d - y'r , � 'roc. ,1 , ` ( - rr � , ;,I) ,"4�++ ' ',` GGs S CO "1"�'G Ar� �1GF� . .�f-- ° �� (^F1G�� S�lBT TD A f '� . + ` 2�.g p,r, Sy pr�or Z 5,a r1_ , I �' ,� W � 7 W 516-1 ,T. Lu tr. , I R Z1 g rt 'S ry, ►+ �q t I ( a TRP �� Z� .� 7/� G Y c i G� 2 `1` �" 'r p` �, 1 G S��r-tLr� l�'�'Z-S � 049,l G, :a �'s .F� � P � ' �t]t-'��a ►�! L'1� G 1� r$ �� © (� S f C � M �E`2YL,'!� T.A� i L ,1 + ',' IJl1rE Goc RTi " 5 A 7 V' n . : r � �, ' , ,,,� �� � ."Y" �I,,+ I Lry-1"{� - _ 1 a r`3�cFlo2. ,Sa r� , /off ,�lCf-1©R. 7-�S I2 ,.,., x ►G c� �oa�1��"L� C�rti,.i�t�r�.- l.�c�r�n� � F / . LU Xf�G 4'r �G� S/�� © �- t� Z� S T'p �� rJ � t�( r �rtll (� DE- p� �S� �aL!n �l OC,lGkk)/.a , z � � Z� !r x Ic��� CLII� (� �7!A• a�C,t GA S"i C04c r Ec— LE- 80/0&0 z a . SECTION NOT USED. �� a ' te SECTION v, SGAGM— SECTION g`ci-1 V N/R qtr W/ 1 117 Jb J I c-IA L, /W C�r�IGRE� r L LG�'p S FSS Arty rr rr��� 4000 ( �rrJc. A pare, � � t-,� � y� cam,-r^n, � �� �1 r'1•i"1 rt�?rl 14T ►�"a'T FLo O 1�- °�o z,r� ', ab.2� L.(L �I� rLtI�W l G CMS Trir 0 # 7I ® fig r©i C 0 ' 0 .4-' /ter "�c� ' e. r7 / . �,, w �� � 4.,,. ,t ���• i�ri` ,x�. ,� i�' � ' �',��. I I /� TT t� 3S 5 � ((�DAG' _ I � �� f � N I i i I I � •❑_ 'e Z T.T2" 35 sf +.� V4 5-5 err��6-1-A� I , T--rrI356P � 1 ' r13( 17/�S�p�a,-z. old . I nTTO � P. !u` r.-T 4a �� 1/ „ b.+ � `;' �' � '.' Z7i1�E-cr.~��4� 7Za ='SAIL r"o ,-� ll��� l r7l&I' m _ Z n i r 'I TS r� JVi4ILS ��v.G, � GI� S/lir, rr ,, . I 12 ( x v Aae>�pti %5&u'TS v Nl 2 2 '� A7� ►�!� S , �; '� �. I 1 j�-�TC W G • ( aJ� ►� � .x .� I�w n Z coa�,�a-�rE V �� Z x 2- � (��T� ? �. <;�, V�J►Q S , r � ,• ,.�_..-- I ls� w X �'� c� C o N or�E�-�� �a k�-'R��=. t���►r�i ., ,� ,I Y � 3; STAo c.TUR•��. Q ��`Tj •� ��: ��'I'"I ca►J 1�'S I � �: � _ sTo J W A dry 3 #-S zvr-r4>,,j( W -3 oma; �5r l TZ' Tia l�`� rca r-�Tom' C v.!( 2.pc.5 S IGH ~��~� LL SECTION NOT USED � SECTION SECTION ,' S'� SGa t.E l rte 1 `l� NU'L'I;S: 4�tcp T x 20 -O w ( l 'L'III;�I, 511!1 c I l�lZr\l,I Lr\\S�1Cl.l 1�1,51r,N1;1)'J'U kiC tN� i Avn 3'r'E>X 4-o ( re-)Jroz� ovam a�ra� 3r-p,, �CDn° 1503b 4T- 0A00NIPLIAN( L \1'1'1'1UNJIP;STANDMIDS L',S'l'r1k3I,ISlII.f) ,+ ' � ► �up�aS+V N [N SI�:�"l'Ic)N 1(f l3-:t,s.ou�., !�L.(11t11)h AL)lVIINIS'I'tZ.1'I'IVI':�()Ub:. 2.. 'I'kLE MAIN WIND r()IWP, !tP SIS'1 iM 1, SYS'l'11;n15 A th; DESI.("MJ) `f1 lININIILiv[I)I?f Sf� 11 I'i'II SI;C,'I'l()N L E1NSN.1SC, N tik3 (.IP J1 1:)c)()) ' � � L,,)�11�5 !'UfZ 13Ull.l)[N(i5,1ND C)'l'ELG,ft. G>✓�A 1 trArll --� WI'ITHSTAND'I'IIIS; WINE) I,(_)t\I)4.ASSl?(�[�1'l'L;I� " OWPLWN sly` s/ -r- s- tFor, I I I 11'i'1'kl [\ i111N111IL'A1 BASICWIND SI'I,I;k)t)I ( 1 ! I CHECKEO � 'I'HL;r E)L4'Lk'0NI;,N'I8 AND ('1.ADDI,N(; ILAVli; 111;KN Sl�,L!( 1 L,;L) ANDTHk;l,l USP, lN(`(')t{P0kA'IT D IN'l'0111P, 1)1•:Sl(',N N I 8P1,a:'1F WA'I'lt)NS IN .1Cf'AWAN(34, 11'1'1'11 S1-:(1'lr)N(;OI.'Im u, GATE „MINIMUM DESKI N [PADS P(.)1i 13L`[LL)IN(-S ;1N1)()'L'LIL;Iv i I I S'I'IWC'It'ItI:;S` 11IG;N'['It)Nli,'l) IN NO'I'I�,'2. acA��e el �� 1 I .q Cra 3vrro►•� �/g 015 G►�A- =t.h"1 '� 1Nv �.t �o j sHEET 1 �,t©►L. p1,.E CA P r ,i CaR►Fl�f�NI /PG 5 x I-2 g7-�,�l II �G S. 21, CD R�� 1 tTrl I'A GE S. �� -� SECTION I� D r q . A��c,lr1�-r Co►� E°C�` 5 , NT BLOCKC�UT p,� A b P� s�-lo� TYPICAL811 X 16". CRAWL SPACE VE AV. OF SHEETS NATIONAL pg/N PASA NO. 286AG-8.24X96 . , REVISIONS By �'GISSta� Cpt�31��r Gc.�•. F , 1 I r 11 \ JER."rIC.Ir1L (Al L�Pe_ l II r F 6,fa FI RST rvVo GEu..s 1p& SGtnco FAPI'& AS ' ` G,MV 1�t1��t. ��5 ►,( Ar I�f�4 v-1 �-' Il I c4v�a @� S d�G• Pq v��a� -- �� -`�`' 3`�P``lo z vw� :.h.. w �� k1ALt� Sl1c ►rJ� To �'HO v1nc.4- wl w 'zo, I FrgST� 2�-(a p T• S�P 'Ja . z - Z,, ti 1 v/4' �G pl=11J61 D/� Kl�•��� �In��.���s W (�w 9EWD TA}�4o&)S A N A DD IT1000 h- a) z f- l -I I CMU TO TIMBER WALL FRAMING CONNECTION W LZ 1 \ � I FASTt M Z'1XLv' P. T, 5 P A10, 2- �/1&1ZV Tbf� Cir AAIp , vCA,( I �' 2 / '`Ic 3� /-/E•? P 7*p4o Al S A 77a U F- DD /T/O 7�'O CLJ'r I�/Al TYPICAL WINDOW FRAME FASTENING , r FST Exsoi BrZAe. /µloc�i� K 3 k 461/b 3 pG SQkAGn 14C J>LK W( gp,9 14 LL_ ott.,A'R, TIE-S rVOT %oDIGATelD , ' 2'x�-' x 1 ,1 SIF= t_s S 4c1R p 32 °i ,pun Tess, 4D1�, rn �'ASr xf r r Mia rJ a�(.� / _ .r•-. 2��4" ,/Erin 7 b �'a�M Q ❑ ..w r� tx AAl `� �' � L�' � / �\ U 2$`o•�- v��T/GAc.S /l/�.�-, rK�iA1 � ---- z F 1 QLD, 1'L)�t S46E�T ©F= f L yVice b V&7?r1GA(, F,;zo l rV r`r o,s, p(.,4T�. �� . w aIL J r , PL 3- �, G�,� ;•tib \\ I �Rl�s I z ., Q I'Z� f p� suco rc,H S 4 W i SrnyaY w »lob �1 �(.� ❑ r , c0. 2 [Ci S?F)t Z Lam-`' + �� ��°�� p V rc'�11 S i iI Jonl W Y4( / I + , , W cO C C - f}t-- T7 \ WALL FRAMING AT CORNERS oez o\J• Z Cr) I�r�J pp►� �,0 . � / GTA la v� Tv�/�l,r'TZ Q w�.nl►�A.�. GABLE END BRACING DETAIL tet . _j w 3pGa STNAP VIPLAppe , Irlk Ct-• /4 ►b�z\�an1rlA��-Y 141Zvv�n E�r�R. ` .T'H 3�z K/D1s�pr�o i 'mv��lz �4FT E-kT .�arr nlw�c.. t"l=A�-+r,�rr�ap 3/'� 3� 2 �' I I I Z 'XZ ©U T ca p= N,P �� p_j v. qon Smear& W4u_ 3t =-A7-H )►Ja /;IT_t-1 -L.ED u"' Fcyv vaD -o��l-r '/4t Sr�Z. fvTe- A►.1v dE�rcE ��. T•�rxa� Mt.��v1 r.�U /s �'(� AOT- l'S)� co rl t-J A'1 N 1,4e* r N 1 Op A�z Cv-f- pgvlvop ►a 6T-AL-1.ex::) • N �1�lO�� I ��-• � C.v Z� fF�hLl;-L� dC.:i'A G�ca a i o +n1�, �S�/�D�!G/-i' � = l=AsrE'),l /L cDf4 f,LyAjaoD W/ ,� 1z A Pr'e Tz (� Gomm©IJ A41Le-t v ,G N / � GY GD&VE e* /lA3 b Ca'104 G , FICT-LD. NOTES 0 Let) I. 'I'Iil til tiI RU("I'LJIZ,\1. 1'L:\NS <\Itl: UI�S1t.�Nl';I)'t'(.) L3P; IN p ('ONCIIIAAN(`+: \VITI( 'IIIIE STANI)AIMS I,S'I`ABLISIII,;O:, f CIE 4pc5 SEM(,_o -gS1 ;6O --� 1 DOUQt,.� '�(o �� ,�. / - fl �/ IN SEUIT)N I(M- 3:3.007., FLOW[),\ ADMIN1STH.,\TIVE CODE. sypuQ,z ��a8�� �� syp,aa,� oAlr 5 /ate c."(o l�lf'k- �Tn-�1F5 'ALAI I- Cb(-t-AA1z.` l�r� yl' Io • I�c� �'�ST� �. 'I'Ifl: (t1:11N \1'1N1) I ()It(.'t? F.!?SIS'I'fNta tititi'I'I�;l\IS �1iZl; l)'l';51GN[';I) arapwn� �iD�h►.1t7 T►R.� bGrW\(ab� I �fllt.S GFS "S1D1~, ��S /air 5"r Ig1N�E � 78 (JUI,I' t�)f)0) CGk. r- `-' \ rDc�Etz • �/1��T�'1.) �+ (a� ,, �� &-x414 tFNv), w�np w Str'��Z,. t'N74pt)GM� f3vt.7'� "l\IINI1tilUl\i (.)I:til(.�N 110Al)S I''(M BUILUINl;S ,1N1) ()`f'Ill�;lt CHECKED 8 GL +� _ 13/x. - .` ,\ 0- �$ �� .1 -� 1 S'I'l uCTURE's" TO \\TI'LlSTANI) 'I'I11': WIND l,()ADS ASSOCIATED ..... T __ _ �4Aly--o 4' O'e_• � ►lv,z f-4eA I `� TR"Iih1 A5l� - r' ' y" - �-- G 7 WITH A l\IINI1\IUt�I 11ASH' WIND SPI';1;0 UI' 1101\IVII-. DATE .� CEu-s fir' PSR K� GNt U Vl fl�.t-. IFt� SPf1 GES., TEGTL31�r7 I.. 1 Q f 4 i f Aoe A 77/04 :3. '1'111,; CMII'ONENTS ANI) (;L DD[NG I lA\T, 10:EN SETECTI-:I) * f 1 � > > SCALES „ u :\NI) f'l ll:l[Z USI. IN('MWOH:\'I'1;1) lNT0 TI l'I: I)L;SfGN / - O/z �) 'I I 2 Co ` ' til'I?( 11('ATIONS IN ACCOM)AN('l? WITI I SECTION (.t Ol�T1ll'; S7I1�In t 1 11MINMUNI DI;,SICN LOADS F61) BUIL )fNC.S AM) O'1'111-At JOB neo. „ S'I'1ZU("1'UtLf;S' N11;N'I'IONI;I) IN NU'I'I: `l, EaXp Q15 O �pV84� �x� arTRl►JI.E-.�S 3T i SHEET PLYWOOD SHEARWALL LAYOUT COLLAR TIE ASSEMBLY �T ' ' ^`� - 8 �-� D)5L � �iL S : 3TOWER FRAMIN ETAILS F R O N T PORCH HIDDEN BEAM BRACKET OF -SHEETS NATIM"PRIXTFAST NO. 286AG-8-24X36