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7th Street 331
PLAN NO. PHILLIPS LOT NO. 1 r---j 11 1-- -1 F- -j — - - - - - - - - - - - - - COMMUNITY n CO -i L PHILLIPS RESIDENC Co 111111111 15 0 0 --a-#-4-QR' 1-#5-DIA. -RE:'-BAR CONT, L x Oj 41 12' 1 ONE STORY /-11 L DENOTES A SHEAR WALL SEGMENT xx'sws I TWO STORY 0i -I F- DENOTES WINDOW AND DOOR OPENINGS FTG, FOR OPT, BRICK r] I E� DENOTES A CONNECTOR SCHEDULE LOCATION NO, OPTIONAL MONOLITHIC FOOTING L DENOTES A FRAME OPENING CONNECTOR SCHEDULE r--- A---- DENOTES CONVENTIONAL FRAMING SCALE: N.T.S.- --------- CONVENTIONAL FRAMING 11 4 RAFTERS: USE 2 X 6 11 -J--*4--El R "�-#5-DIA. -DAR CONTI JOIST: USE 2 X 4 // / -.;1.- I L 7 F- (2) 2 X 12's T Y P. WEB MEMBERS: USE 2 X 4 @ 1/4 PTS - - - - - - - - - - - - - - - - -j L - -J Co r- THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS 0 0 -1 — — AND TRUSS ENGINEERING BY 07HERS & PROVIDED WITH THESE DRAWINGS, 7111 1 EEl I I -j-10.' FRAMED COL, V) A z 22X22X10` FTG E CONN. #19 (D�:) A us W/3 #5's E.W. — -,2� 70X36X12" FTG, SEE DESIGN PLANS FOR ALL DIMENS11ONS. 8# 8// -1 1 W/4 #5's CONT, LONG WAY X -j CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND TO NOTIFY 1/-4// ONE STORY it- 3- SWS 4'- 2' S W S <� "o - -L + #5's R 12' O,C, SHORT WA� > THE ENGINEER OF ANY DISCREPANCW AS SOON AS POSSIBLE C/I TWO STORY 1/1 1 F - I I -i SEE "S-2" FOR FRAMING TYP. SECTIION AND DETAILS, -3: 111 1 F67 1 0 INTERIOR DEARIk FOQTI�G B� --j L- I -�: - - = = = = = - SEE "S-3" FOR SHEAR WALL, UPLIFTF CONNECTORS, & DESIGN SPECIFICATIONS, -i W, - - - - - - - - - - - TT �0 z F - - - - - - — - - - - --- - - - - - AIIB SCALE; N.T,S, �u eu FTG-2L1- E- - - - - - - - - - - - -4 HOLD DOWN CONNECTORS A -4 0 STUD TO BOTTOM PLATE L III -Al IC C NO. CONNECTORS #2SYP SPF L) 4" THK. 2500 PSI CONC. SLAB (1) LB fz:1 1 1,728 1,382 z I W/ 6X6X1O/10 W.W.M. OVER Mill H D 1 /2-0 A.B. AND 2 X 2 X 11B" Washer CU 6 MIL VAPOR BARRIER,OVER �,D LjII CLEAN, WELL COMPACTED, 4// -Jill L-11 (1) L82 W/(4)-5/16 X 3" LAC SCREWS 2,144 1 ,669 8 f4 4 TERMITE TREATED FILL, HD- 2 1 /2"0 A.B. & 2 X 2 X 1/8" Washer CURB DETAIL CU z I I U (1 ) LB2 W/(4)-5/16 X 3" LAG SCREWS SCALE: N.T.S. I D FG5 AND (1) HA4 OR (1) LE34 W�5-LAGS 2,800 2,240 Ik - - - - - - - - - - - - - 1HD- 3 112"0 A.B. & 2 X 2 X 1/8 Washer (1) LB5 W/(4)-1 /2 X Z" LAG SCREWS 3,216 2,573 1 17 6 It- —1 .LL 81- 01 SWS HD- 4 112"0 A.B. & 2 X 2 X 1 /8" Washer - - - - - - - - - - - (1 ) L85 W/(4)-1 /2 X 3" - - - - - - - - - - - - - - - - - AND,,(1 ) HA4 3,876 3,100 HD- 5 8// 4// FTG-2 FTG-2 ,_D L -t 1 /2 0 A.B. & 3 X 3 X 1 /4" Washer— In - - - - - - - - V) (1) SGP3 W/24-16d's CD 4,705 3,764 PATIO/PlIRCH FOOTING DETAIL HD- 61 1 /2"0 A.B. & 3 X 3 X 1/4" Washer C C z SCALE: N,T,S, 0-1 6 (1) SGP3 W/24-16d's ACC HD- 7 AND (1 ) HA4 5,365 4,293 VT 112"0 klEl. & 3 X 3 X 1/4" Washer HD- 7 > LL- w/ (3) #2 SYP Studs Only 5,365 �t — - - - - - - - - - - - - - 14 ACC CO OPTIONAL HOLD DOWN: HD-1 TO HD-4 III Ili— --I F -j - - - - 4- - f - 4- - - - - - - - - - - - - - A USE ONE 112`0 A36 STEEL ALL THREADED ROD co Z —111--1 III-= I I CU �-! I 1 11 il I <� V) W/ 2 X 2 X 1/8" WASHER & NUT AT TOP PLATE 1 0 0 R #5-D I k RE-DAR CONT, --1 - 1 7- --1 NN- L 7--fF I m FTG- t TO-2 L W/ 3" EMBEDMENT INTO SLAB TO REPLAC ,...�LT/ts 4 HD-4 TO HD-7 C/I <� 14' 12 �10 USE ONE 112#0 A36 STEEL ALL THREA ROD ,Ira v) \�STEP FTC. FOR OPT. BRICK , A III QN W/ 3 X 3 X 1/8" WASHER & NUT AT PLATE MONOLITHIC CURB FOOTING er" , Z'� Mill W/ 3" EMBEDMENT INTO SLAB TO REP 12 QT//S N,T.S. 3: -Jill L - - - 4 7? V) >III 4-#-4--GR ':A-#5-DIA. RE-BAR CONTI N -Jill I / f.-. CD 01 SWS .rr 14 - - - - - - - - - - III CC STUD COL. A W/4112X4 #2 SYP A USE WHOLE WALL SH WALL (�j ED 0 0/ cc SHEAR WALL DESIIGN : 700 4 F I I I �NMI I= -,0 Ili I I lj= 3'- 6' 3'- 6' S W S F _j 11 FG1 Front: USE 7/16" OSB W/E3d's @ 6" C. ON EDGES & =---:EE - - - - - - - 12' O.C. ON INTERNVIEDIATE F;3 G AND WITHIN ),Z 121, 12 8 3'- 6' 3WS 3- 6' S WS IFTG-1 FTC 1L APpROVED LEFER USE HD- 4 @ EACH END OF & CITY, OF ATLANTIC BEACH MONOLITHIC COLUMN FOOTING Rear: USE ,,7/16" OSB W/81d's @ 4 O.C. ON EDGI��, i3uiLDING OFFICE SCA-L E: N.T.S. F- - -1 F- F- 177 �-1 12 O.C. ON INTERWEDIATE FRAMING AND W HIN 12 Plan �evisions I [-] L J F-1 L -1 F� L - - - i L - - - - - USE HD- 3 @ EAC.H END OF SWS. t,,IAR 0). 2002 (2) 2X12's TYP. Left: USE 7/16" OSB W/8d]'s @ 6" O-C, ON EDG�S & FTG- 1 36X36XI2" FTG, LEDGER 12" O.C. ON INTERWEDIATE FRAMING AND Wl�IN 12 UP !;l I I 1C Beach W/ 4 #5/s F.W. 2X12 #2 SYP, LEDGER 12"' FRAMED COL. 24X24X10` FTG. Je Plannirg and Zrming Depart"ne USE CONN. #19 W/3 #5's E,W, USE HD- 3 @ EACH END OF SWS. W/ 16d's 2 8' 11C, INTF1 e with appikable Right: USE 7/16" OSB W/8d's @ 6" O.C. ON EDGES FTC-2= 24X24XI2' FTG, Nk. local land z am. ,)� TOP PLATE + (2) 12" O.C. ON INTERWEDIATE FRAMING AND WITHIN 1 with F1 rido pe;7, (,o��',,jonce W/ 3 #5/s E.W. IN EA. STUD ALL PLANS, DETAILS, AND NOTES ON THIS DRAWING is N ew' Plan Da igoa Lria! - �P7, ;ble USEHD- I @ EXCH END OF SWS. and F M11 U PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR Ic in 3 P. 'i OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF 01/18/20 1 21e,ia(h Appr v�d By: BRACKETT AND ASSOCIATES, INC. OR CHARLES T. BRACKETT orp-0 co) r 71U7.,, BY: %� JL 1-j L�ate: r SHEET NO, S — I .......... F 7 C) � 15� ze LA .. . ....................................... ... ... ......... ........... .... .......... .... .................. ........ ...... .......... ...... ...... ........ ....... . 0 Ll 1011 10,11, F .......... F ....... ....... ............. L ... . ......... .............. . ....... ............... ........ .......................... f .. ...... ......... ..........E) k*i "17 M� L C!s LL Uzi LL_ :�5 U) C) GQ t-)� MID] LU YJ ...... ... ...... 1 7 ........... .......... ........ El ar: �4 cq ............... El ........... ........... - - - - - - - �_j F__q 0 OH z Go 0 ge, dtA,&" WZ 4-4 ... ... ........ ....... . . . . . .. ..... 66 NOT V) - - - - - - - - - - -- - - - - r L ai C) u El LU�j T 1 - 3 - 02 DATE: c El DESIGN BY : cn S. CLAUSEN gom" svo j & DRAWN BY: El El El USEN S. CLA �D El I. I 1 7 7 ............. El El WHET NO. 7 ............ _��J .7 .7.7 7.7 7 1 1 1 1 1 7 7 ...... Ti—a IE PLAN NO. PHILLIPS LOT NO. F<_1 COMMUNITY PHILLIPS RESIDENC 7/16' APA RATED SHEATHING BONUS LEFT W/ 8ol NAILS AT 6" O.C. ON EDGES AND 12" O.C, [IN INTERMEDIATE FRAMING UNDER R 1111 F ON PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. VARIES HURRICANE CLIP @ EA. TRUSS LOCATION SEE ELEVATIONS TRUSS TIE TO TOP PLATE (SEE SCH.) VARIES USE (1)HCPLL/LR-W/8-8d's FOR UPLIFT <-510# SEE ELEVATIONSr:��, USE (2)HCPLL/LR-W/8-8cl's FOR UPLIFT <-1020# USE (2)HCPLL/LR-W/8-8ci'5 + (1) RTPGAe12 W/4-16ol's FOR UPLIFT <-1625# HURRICANE CLIP (@ EA. TRUSS LOCATION & OT SPACING USE (1) QGT W/18 -0,148 CASE HARD NAILS TRUSS TIE TO F7G, CONNECTION (UNO) USE: (1) HCPLL/LR W/ 8 -8d's FOR <-510# USE; (2) HCPLL/LR W/ 8 -8d's FOR <-10204 yyyyyyyyyyyyyyyyyyy z JACKS 7' LONG & SHORTER MAY BE C) FOR UPLIFT <-2600# USE: (2) HCPLL/LR W/ 8 -8d's + (1) RTPGA812 �-_4 FASTENED TO TOP PLATE WITH ONLY DBL, 2X4 #2-PINE TOP PLATE W/ 4 -16d's FOR <-1625# E- 3-10d's TOE NAILED, OPTION #1 USE: (1) QGT W/ le -0,148 CASE HARD NAILS LB3 LD 6' D.C. (UN11) FOR UPLIFT <-2600# DBL. 2X4 #2-PINE TOP PLATE 0 JACKS 7' LONG & SHORTER MAY BE FASTENED TO TOP PLATE WITH ONLY 7'- 0' S W S 3-10cl's TOE NAILED, 7'- 0' S W S OPTION 41 1. <� LB3 @ 6' O.C. (UNO) SHEAR WALL DESIGN : Front: USE 7/16" OSB W/8d's @ 4" O.C. ON EDGES & 3/4' T&G PLYWOOD SUBFLOOR 12" O.C, ON INTERMEDIATE FRAMING AND WITHIN 12" NAIL W/ Scl's @ 6'O,C, ON EDGES USE HD- 5 @ EACH END OF SWS. AND 12' 11C, ON INTIRMEDIITC FRAMING 3/4' T&G PLYWOOD SUBFLOOR Rear: USE 7/16" OSB W/8d's @ 4" O�C, ON EDGES NAIL W/ 8d's @ 6'O.C. ON EDGES 12" O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" D� AND 12' O.C. ON INTERMEDIATE FRAMING USE HD- 4 @ EACH END OF SWS. OPTION #1 Lef t: USE 7/16" OSB W/8d's @ 4 0.C. ON EDGES ,D STUD 1st-STUD 2nd (1 )RS150 12" O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" 1 W/11 -10d's @ 32" 0,C, OPTION #1 USE HD- 4 @ EACH END OF SWS, OR (1) RTPGAS36 W/1 3-16d's FLOOR TRUSS SYSTEM STUD Ist-STUD 2nd (I )RS150 Right: USE 7/16" OSB W/8d's @ 4" O.C. ON EDGES W/11 -10d's @ 32" O.C. FLOOR TRUSS SYSTEM 12" O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" OR (1 ) RTPGA836 W/13-16d's USE HD- 4 @ EACH END OF SWS. DBL TOP PLATE �,D OPTIONAL #2 DBL TOP PLATE USE 112`0 ALL THREAD @ 6'O.C. (UNO) OPTIONAL #2 USE 112`0 ALL THREAD G'O.C. (UNO) W/11 -10d's @ 32" O,C. E-1 OPTION #1 LB3 @ 6' D.C, (UNO) OPTION #1 C) 112'1 DIA. X 8" LONG ANCHOR BOLT LB3 @ 6' D.C. (UNO) W/ 2 X 2 X 1/8" WASHERS @ 48 " O�C. (IJ 0) 112" DIk X 8" LONG ANCHOR BOLT kl (1) LB3 OR (1) 112" ALLTHREAD WILL W/ 2 X 2 X 1 /8" WASHERS @ 48 " 0.C, (U 11) F4 COUNT AS ONE ANCHOR BOLT (1) LB3 OR (1)) 112" ALLTHREoD WILL 1\ Ik CANTILEVER BOTTOM PLATE OVER EDGE COUNT AS ONE' ANCHOR BOLT OF SLAB 112' AND EXTEND SIDING 1' 0' S W S C) — — — — — — — — — — BELOW BOTTOM OF PLATE GRADE TO BE 8' MIN, FROM BOTTOM [IF SIDING 10" THICK BY`20 Wilbt - - - - - - - - - -L - - - - - - - - - - Plan Revisions 12" THICK BY -20" WIDE------ 0 0 FOOTING # 5 1 BARS- SEE FOUNDATION PLAN OR -�'a)-t-4-BARS FOR BLOCK AND FOOTING DETAILS - 0 0 FOOTING W/ # 5 BARS # 4 BARS @ 48"O.C. OR (fl�-#494k S-- .2' 60 SWS 3'- 0" SWS W/12' BEND 2 TOP AND BOTTOM FA I LA I TYP. 2- STORY WALL SECTION TYR 2- STERY WALL SECTION New Plan Date 01/18/2002 BY: CTB 7A SHEET NO S - la- PLAN NO. PHILLIPS LOT NO. z XX'SWS C(D DENOTES A SHEAR WALL SEGMENT DENOTES WINDOW AND DOOR OPENINGS DENOTES A CONNECTOR SCHEDULE LOCATION NO. 00 1 0 I DENOTES A FRAME OPENING CONNECTOR SCHEDULE A L 0 5E-.--1B. AR CONT� ---------- COMMUNITY DENOTES CONVENTIONAL FRAMING PHILLIPS RESIDENC 4'] 12 ONE \STbRY 4'1 16// TWO STUR"'Y'' CONVENTIONAL FRAMING RAFTERS: USE 2 X 6 \�STEP FTC, FOR OPT. BRICK JOIST: USE 2 X 4 OPTIONAL MONOLITHIC FOOTING WEB MEMBERS: USE 2 X 4 1/4 PTS SCALE: N.T,S. --J-#'4- bR ?-#5-I)IA. R BAR CUNT, - - - - - - - - - - - - - - - - - - - - - - - - Co 0 WIND SIDE TO SIDE 80 1/-41/ 8// ONE STORY Front Wind Wall- 12.50 TWO STORY 2 0' INTERIOR BEARING FOOTIK11] 6 ((5.0 0)(1 .6 5)(2 0.4 4)+ (1 .10)(2 0.4 4)(71.5 0))l 0.0 0 2 =1686 SCALE: N.T,S. 20' 0' SWS SWS = 16'- 1 0i - - - - - - - - - - - - - - - - - - - - - - - Shear = 1686 #/ 16'- 1" = 104-9 plf 0 - - - - - - - - - - - - - 11 �2; It 1 0 =1 I 1=1 I lEd I' aA A Hold Down - 104.9 x 10.00 - 1049 # uplift 0-4 E- L1�11\r=l , , L- Ij- .L- Use I Connectors. LIEI I I- 7/16" APA Rated Sheathing w/8d's 6 o.c, Use. 8y 4 '41"' 4 Al I on edges and 12" o.c. on intermediate framing. T - - - - - - - - - - - - - - - - - - - - - - - CURB DETAIL rc--� I I SCALE: N.T.S. - - - - - - - - - - - - - Rear Wind Wall ---.-::: 12.50 z HOLD DOWN CONNECTORS I— L- 1 4" THK, 2500 PSI CONC. SLAB D STUD TO BOTTOM PLATE ((5.00)(1 .65)(20�44)+(1.10)(20.44)(7.50))10.00/2 =1686 CD I W/ 6X6X10/10 W.W.M. OVER SWS = 20'- 0" 6 MIL VAPOR BARRIER,OVER NO. CONNECTORS #2SYP SPF CLEAN, WELL COMPACTED, 8// 4// TERMITE TREATED FILL. I HD- 1 (1) LB3 W/(4)-5/16 X 3" LAG SCREWS 1,728 1,382 Shear = 1686 #/ 20'- 0" = 84.32 plf 1 1 1 a] 1 /2"0 A.B. AND 2 X 2 X 1/8" Washer Hold Down = 84.32 x 10-00 = 8,43.2 # uplift PATIO/PORCH FOOTING DETAIL D (1) LB2 W/(4)-5/16 X 3" LAG SCREWS 6/.I SCALE: N,T,S. HD- 2 1 /2"0 A.B. & 2 X 2 X 1 /8" Washer 2,144 1,669 Usel Connectors. - - - - - - - - - - -A-1 - - - - - - - - - Use: 7/16" APA Rated Sheathing w/8d's @ 6 o.c. (1) LB2 W/(4)-5/16 X 3" LAG SCREWS 2,800 2,240 on edges and 12" o.c. on intermediate framing. 3 AND,,(1) HA4 OR (1) LB4 W�5-LAGS < H D > 1/1 A 1 /2 0 A.B. & 2 X 2 X 1/8 Washer - - - - - - - - - - - - - - z 1) LB5 W/(4)-1 /2 X 3" LAG SCREWS 3,216 2,573 Co HD- 4 1 /2"0 A.B. & 2 X 2 X 1/8" Washer -1 /2 Left Wind Wall = 10- 00 00 (1 j LB5 W (4) X 3" LAG SCREWS z L- - - — - - - - - - - - - - - - - - - - - - - -j 3,876 3,100 1 Q AND,P) HA4 0 0 -, -#A---OR �R-#5-DIAr"RE-BAR CUNT, HD- 5 L - i/ lw--, I I ----F-- I I L- 16'- 1" S W S 1 /2 0 A.B. & 3 X 3 X 1 /4" Washer ((5,00)(1.65)(20,44)+(1 .10)(20-44)(5-00))10.00/2 =1405 ...... L- 7 (1) SGP3 W/24-16d's 4705 3,764 SWS = 25'- 0" 4 12" 5`2// 6 14'-10" HD- 6 1 /2"0 A.B. & 3 X 3 X 1 /4" Washer Shear = 1405 #/ 25'- 0" = 56.21 plf \�STEP FTC. FOR OPT. BRICK CL (1) SGP3 W/24-16d's >- AND,,(1) HA4 5,365 4,293 Hold Down = 56.21 x 10.00 = 562-1 # uplift MONOLITHIC CURB FOOTING E I ill 11 /- 10' FRAMED COL, HD- 7 1/2 0 A,B, & .3 X 3 X 1 /4" Washer �,D USE CONN, #19 Use 1 Connectors. SCALE, NJ S ��-#A-UR #5-DIA Rp-�AR CUNT. L JV HD- 5,365 ----- I 1 -1 F- H D - 8 w/ (3) #2 SYP Studs Only Use: 7/16" APA Rated Sheathing w/8d's @ 6 o.c. Ckj I I OPTIONAL HOLD DOWN: on edges and 12" o.c. on intermediate framing. LO -i L Ik cu �IF- HD-1 TO HD-4 0 0i USE ONE 112"0 A36 STEEL ALL THREADED ROD FD2X22X10` FTC, W/ 2 X 2 X 1/80 WASHER & NUT AT TOP PLATE 0 CID W/3 #5's E.W. W/ 3" EMBEDMENT INTO SLAB TO REPLACE QT#S HD-4 TO HD-7 USE LINE 112'10 A36 STEEL ALL THREADED ROD Right Wind Wall- 10 . 00 1211 + 8 W/ 3 X 3 X 1/8" WASHER & NUT AT TOP PLATE W/ 3" EMBEDMENT INTO SLAB TO REPLACE OT"S ((5.00)(1 .65)(20.44)+(1.10)(20.44)(5,00))10.00/2 =1405 C/] MONOLITHIC COLUMN FOOTING F� SWS = 7'- 0 SCALE! N,T,S. Shearz- 1405 #/ 7'- 0 2 0 0.6 p I f THESE STRUCTURAL SHEETS ARE TO BE WORKED WITH THE DESIGN PLANS Hold Down - 200.8 x 10.00 = 21008 # uplift AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. SHEAR WALL DESIGN : Plan Revisions SEE DESIGN PLANS FOR ALL DIMENSIONS. Front: USE 7/16" OSB W/8d's @ 6" O.C. ON EDGES & Use 3 Connectors. CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND TO NOTIFY 12', O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" Use: 7/16" APA Rated Sheathing w/8d's 6" o�c- THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE. USE HD- 4 @ EACH END OF SWS. on edges and 12" o.c. on intermediate framing. SEE "S-2" FOR FRAMING TYP, SECTION AND DETAILS. Rear: USE "7/16" OSB W/8d's @ 4" O.C. ON EDGES & SEE "S-,3" FOR SHEAR WALL, UPLIFT CONNECTORS, & DESIGN SPECIFICATIONS. 12 O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" USE. HD- 3 @ EACH END OF SWS, Left: USE 7/16" OSB W/8d's @ 6" O.C. ON EDGES & New Plan Date 12" O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" 01/18/2002 ALL PLANS, DETAILS, AND NOTES ON THIS DRAWING IS USE HD- 3 @ EACH END OF SWS. BY: CTB PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR Right: USE 7/16" OSI3 W/8d's @ 6" O.C. ON EDGES OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF 12" O�C- ON INTERMEDIATE FRAMING AND WITHIN 12" BRACKETT AND ASSOCIATES, INC. OR CHARLES T, BRACKETT USE HD- 1 EACH END OF SWS. SHEEIT NO. S - 1b _ PLAN NO. 2x4 BLOCKING 0 2x4 PUTRIGGER BLDCKIN LOT NO. SHEATHING 11INT',a , "' V16' STRUMRAL U HA4GZR CUP OOF SHEATHING _\ \ - �7 �HCIPTLRCr& EQUAL ROOF HEADER SCHEDULE (LINO) 7/16' APA RATED SHEATHING 'T 2x4 BARGE RAFTER TRUSS IYP. LENGTH HEADER TYPE CONNECTOR NO, W/ 8d NAILS AT 6' D.C. ON EDGES 2X4 X-PR k CONT, AND 12 D.C. ON INTERMEDIATE FRAMING SHINGLE STRIP ON PRE-ENGINEERED ROOF TRUSSES 0 B-0 A 0'- 4' (2) 2 X 6 W/I/e' PLYWD/DSB BETWEEN FASCIA 2 X 4 BLOCKING BETWEEN TRUSSES AT 24' D.C. COMMUNITY TOP CHORD OF G�,%E END NAIL W/3-12d's INTO TOP PLATE 13 4- 6' (2) 2 X 8 W/l/2' PLYVD/OSB BETWEEN HURRICANE CLIP 9 EA, TRUSS LOCATION TRUSS DROP 3 1 2 CONT. C 6- 8, (2) 2 X 10 W1112' PLYWD/OSB BETWEEN 16 TRUSS TIE TO TOP PLATE (SEE SCH.) 2x4 SCAB FROM 70P TO USE (DHCPLL/LR-W/8-8d's FOR UPLIFT <-510# 12d NAII 12d NAI -BRACING NAIL BOTTOM �HOR 8'- 18* (8) 2 X 12 W/l/8' PLYWD/DSB BETWEEN 1 -W/8-8d's FOR UPLIFT <-1020# ICAL 0 141CAL 6 SOTrOM CHORD 0 X /2 1 od�OF TRUSS USE <2)HCPLL/LR X-BRACING TO 2 X 4 EA. END X-BRACING _---PROVIDE ADDITIONAL 2X4 AT D 1 16' 1Q) 1 -3/4- X 16' LVL 17 USE (2)HCPLL/LR-W/8-8d'5 (1) RTPGAS12 VE"CAL IF HIGR�k THAN HEADER OVER MITERED CLASS GARAGE FRONT ENTRY W/4-16d's FOR UPLIFT <-1625h GENERAL NOTES 48 TO FORM AN . SHAPE k'11 1% GABLES END/JACKS (2) X 12 V/1/2' PLYWD FLITCH 17 USE (1) QGT W/18 -0.148 CASE HARD NAILS WOOD ROOF TRU92ES, DESIGNED BY MANUFACTURER TO SUPPORT 2x4 SCA IT WPGA824 0 6' D.C. SUSPENDED HEADER OVER FOR UPLIFT <-26004 VERT, V B Is SYS-42 BY TRUSS MPGR. 17 LIVE. DEAD AND WFIND LOADS. HURRICANE CONNECTORS ARE TO JACKS 7' LONG & SHORTER MAY BE BE USED AT EAC14i END OF TRUSS AS SHOWN IN THE CONNECTOR Nbt P r I BOTTOM CHORD OF NON-BEARING WALLS W/HIP TRUSS 3 - 1/2' X 12- 5/8' LAN BEAM 17 FASTENED TO TOP PLATE WlTHIJNLY GABLE END TRUSS I--- DBL, 2X4 42-PINE TOP PLATE SCHEDULE. (2) 2A TOP PLATE NTS GARAGE SIDE ENTRY 3-10d's TOE NAILED. i CONNECTORS TYPIED AND SIZED THAT ARE CONTROLLED BY ROOF ------ OPTIONAL, 41 i4 2X:4 SCIB CONT. 2x4xa, #2 syp-- 2xJ STUDS 0 ONE SrORY/BONUS 3 - 1/2- X 14- LAM BEAM 17 LB2, OR LB3 R 6' O.C. LIND LOADS ARE SIZED USING LOADS PROVIDED BY THE TRUSS CONT. TOP TO IAII�10 M11 le 01C. TWO STORY (2) 1 3/4' X 16' LVL 17 MANUFACTURER. WHOLE WALL SHEAR WALL DESIGN ON THE SIDES ONLY (UNO) D* '%.?'�LOCKING 0 48*O.C. BEWEEN ,X,CHOP 11 GABIS TRUSS USEING WHOLE WALL SHEAR 'WALL DESIGN REQUIRES HOLD DOWNS CUP 0 48 O.C. ONLY AT THE END OF THE WHOLE WALL AND NOT AT THE END OF OPTIONAL- 42 EACH SHEAR WALIL SEGMENT. E CORNER 15 NAILED USE ONE 1/2'0 A36 STEEL ALL THREADED ROD A. LOADS 11111131101d,11 MIN. @ a, D.C. V/ 2 X 2 X 1/8, WASHER & NUT AT TOP PLATE 1. ROOF LOADS: W/ 3 EMBEDMENT INTO SLAB AT 6' D.C. (UNO), Live Loatds Root; 20 PSF CONNECTOR SCHEDULE - Dead Lo0ad Roof : 16 PSF Jim- 11 HEADERS 2. WIND LO)ADS: ------------------------- NO. LOCATION TYPE FASTENERS UPLIFT Wind Lo�nd for 100 MFH Zone NAIL 7/16' APA SHEATHING W/ 8DS AT 6' O.C. ON ROOF TOP PLATE/HEADER SIMCO (2)RTPOA812 7-10D 1820 EDGES AND 12' O.C. AT INTERMEDIATE FRAMING (UNO). Basic velocity pressure for20.75 HEADER TO CRIPPLE/JACK SIMCO 2RTPGA812 6-18d 1510 (UND) UNLESS NOTED OTHERWISE Mean Ro�of Height as per SBC table 1606.2A PLATFORM FRAMING GABLE END r JACK TO SLA13 (I)LBI. LB2, OR L03 SEE 0-3 1728 Mo 1997 Edlition 1HUSS TO PLATE/HEAD R SEE DETAIL ON D-3 TRUSS 17 HEADER TO CRIPPLE/JACK SIMC20 e�RTP A812 6-18d 1510 CIPTIONALi #1 OPTIONAL, 143 B. ALLOWABLE MATERIAL LOADS STUD TO SLAB — -_ 1/2q ROD 8_,8D 32"5 LB2, OR LB3 @ 6' O.C. UNO USE ONE 3/8'0 A36 STEEL ALL THREADED ROD 1. Concrete� (Design per current Edition ACI) TRUSS TO BEAM H PT2 W/ 2 X 2 X 1/8' WASHER & NUT AT TOP PLATE Footingsi Concrete f'c - 2.500 psi (UNO) H ADER TO COLUMN PPOA44 r-79D M05 C umn TO SLAB WITH ONE 112'0 A36 STEEL ALL THREADED STUD Slab Comcrete f'c = 2,500 psi (UNO) PAPGA44 12-BD 1265 2 X 4 P.T. BOTTOM PLATE EPDXY W/ 3' EMBEDMENT IN SLAB @ 6' D.C. (UNO), 2. Structunal Steel (Design per current Edition AISC) TRUSS TO TOP PLATE (2)LS 112' DIA. X 8' ANCHOR OR ALLTHREAD W/EPDXY 7-10D 1820 2 X 4 R 12'D.C.NAILED 19 TOP PLATE TO STUD SIMC018(20)RF TOPPOTi8l 2 6-16d 1510 A 112' TO 3/8' REDUCER COUPLING, All Steell shall be AM A36 (UNO) PRE-ENG GABLE END TRUSS '%�PRE-ENG. GABLE 1/'_V/4-8d's 10 TOP PLATE -STUD TO BOTTOM PLATE (1) B1, LB2. OR LB SEE W/ 2 X F! X 1/8' WASHERS 2 72' D.C. (U 3. Timber ((Design per current Edition NDS 7/16' OSB SHEATING TRUSSES @ 24' D.C. 4. Reinforcing Steel (Design and detail per ACI and CRSI) 'X' BRACING W/3-16d' NAILS All reinfrorcing steel to be Grade 40 deformed (UNO) NAIL W/8D'S @ 4' O.C. UNO @ CONNECTIONS IL GENERAL STRUCTURAL NOTES: ON EDGES 8, 12' O.C, /-)',M�N ---- 3 X-BRACING OF (2X4) MID ROOF NOTES: CANTILEVER BOTTOM PLATE OVER EDGE A, FOUNDAnOINS: OF SLAB 1/2' AND EXTEND SIDING V _2 ON INTERIOR FRAMING AND 1/4 POINTS 21: TYPICAL ROOF GABLE OVERHANG TO BE 12" UNLESS OTHERY45E NOTED. BELOW BUITOM OF PLATE Cc- 1. FootIngs sball bear on firm undisturbed soil at l'-O" OF GABLE ENDS, V NAIL BOTTOM CHORD OF TRUSS TYPICAL ROOF EAVE OVERHANG TO 13C V4' UNLESS OTHERWISE NOTED, GRADE 70 BE 8' Min FROM BOTTOM mInImunn below natural grade. 3. PROMDE AND INSTALL FLASHING AS PER NATIONAL ROOFING AND or SIDING TO 2 X 4 W/2-8ffs [A END SHEETMETAL ASSOCIATION STANDARDS AND/OR ACCEPTA13LE INDUSTRY 2. Footings for stem-wall construction shall be at least C/I 2 X 4 DIAPHRAGM FRAMING I _V-�', 10 Incheis thick and 16 inches wide with 2-#6 or 3-#4 S PIDARDS, I f 3-#4 OR 2-#5-DIA. RE-BAR CONT. BI nCKING @ 48' O.C. 4. ALL ROOF TRUSSES. ORDERS. BEAM$. HEADERS. ETC, TO BE SIZED BY reinforcling bars. FOR FIRST 8' INTERIOR SHEAR WALL TRUSS MANUFACTURER AND SIGNED AND SEALED BY A FLORIDA 161 12- 1 ONE STORY 3. Reinforcing bars shall have a 90 Degree bend at all NA11L TOP & BOTTOM CHORD TO BALLOON REGISTERED ENGINEER, r5, with a 12" Inch bend and a 26 Inch lap. 2 X 4 16' D.C. STUD WALL STU 5. ROOF PLANS FOR REFERENCE ONLY. DESIGN AND DETAILS TO BE 161 16' 1 TWO STORY corne STUD W/<2) LOCI'S n1n. @ EACH STUD & TO PROVIDED BY TRUSS MANUFACTURER. 4. Optional Monolithic Slab of 4" concrete with 6x8 iO/IOWWM z WITH 2 X 4 TOP & BTM, PLT, 2 X 4 BLOCKING AT 6' O.C. 6. SEE TRVSS SHOP DRANNOS FOR REOUIRED CEILING DIAPHRAM. "TION \�STEP 'FTG. FOR OPT, BRICK 0 INTERIOR SHEAR WALL FRAMING TYP. WALL SEC or fiberglass reinforced concrete must be no less than 20" 2 X 4 BLOCKING W/(R) l2d's @ EA, END WALL PARALLEL TO TRUSSES A Inches t:hlck at the perimeter, and 12 Inches wide. The E- SECTION @ CORNER slope of the compacted fill on natural soil shall be no INSURE CORNER IS NAILED NTS greater than 45 Degrees with the bottom of the footing, W/10d' MIN. e 8' O.C. There shall be 2-#5 or 3-#4 reinforcing bars continuous -within 3 Inches of the bottom of the footing (See Details). LB3 TOP PLATE CONNECTORS SEE TYP. SECTION Around perimeter bend outside reinforcing 26" at corner. 0 1 18 - 148 CASE HARD NAILS B. ANCHOR BOLTS (OPTIONS) 1101- 11 11 El I I 2'R'xi/8' STANDARD (�765.1q"S, �k STEEL PLATE t�l�T) 1. Compression Anchor shall be 1/2" diameter and spaced as shown LB-3 AT 6' O.C. MAX, on planis. UNO. and not more than IZ" from corners. frame ---------------------------------------- ------- ------------------------------ GIRDER TRUSS P openingsi >8' and at the end of each shear wall segment (UNO), u 01 EF_ 11, (1500 LBS. 0 519 L S. P T) 2. All comppression anchor shall have a 2 Inches by 2 inches by 1/8 GABLE END BALLOON FRAMING A Inch thilak washer UNO. \ 4 QGT 14GA. 4� In the ALLTHREAD System 1/2" x 5" WEDO-BOLT Anchors are x?xl/8' STANDARD TEEL PLATE GALV, METAL o used with the system to meet spacing and load requirements \HEADER TO JACK STUDS/ f2' THREADED ROD o a o Unless Otherwise Noted (UNO) for shear & uplift at bottom plate. (2) RTPGA812 W/6-16d's 3'x3'xl/4' WASHER C. SHEETING CONTINUOUS 2x4 SCAB 1. ROOF SHEETING: z .. 11 FULL LENGTH 11/16' ROUND HOLE Use 7/18" APA Rated Plywood Sheathing or OS13 on Group 11 FROM 70P TO BOTTOM STUDS Species Framing, with 8d Nails a 8' O.C. on edges and SHEATHING7 RAMR CHORD TO SERVE AS HEADER STUD Kiwo IN TOP 12' O.C. intermediate framing. Provide 2x4 Blocking at 4'-0' S-7 HAILER FOR X-SRACING. --------- 11/16' ROUND HOLE 112' STEEL RO D.C. In the first two framing spaces from endwalls. __T 7 112' THREADED ROD I Iz 12d NAILS 0 8' O.C. K_/ I DRILLED IN TOP 2. WALL SHIEUnNG: BOTTOM CHORD OF i -T �J, For $hear Walls use APA RATED Sheating UNLESS NOTED OTHERWISE (3) 12d NAILS CABLE END TRUSS I VN$CRIN 4 dws PLATE I I Pto 111F (UNO), blocking all unsupported edges. See framing plan for lengths B07TOW CHORD OF DOUB12 TOP PLATE ALLTHREAD INSTALLATION TOP PLATE INSTALLATION TGT' QUICK GIRDER TIE— of shear walls and the following nailing patterns. Nall with 8d nails at 6" D.C. on edges and 12" D.C. on Intermediate 6 A L E T 0 A D *SSHER DT HOLfE T EEL RO .(3) 12d ONAILS 0 B nP COMMON TRUSSES lit I I 11 0 24'O.C. I I - . _L framing UNLESS OTHERWISE NOTED. EPDXY OVEIP14 /-VOUD BOTTOM PLATE D. WOOD FRAMING 12 ALLS I\ /I J. All wood to be Group and Grade as specified or UNO on details. No BLOCKING 0 48" D.C. MAX.CES 3) 12d NAILS HEADER STUD TO SLAB DRI�. ?/16' HOLE damaged wood to be used. BLD lv�'IN FIRST TVFO FRAMING SPACES /-IN A I &�1AB 0 EACH END 2x4 BLOCKING (I)LB2 BRACKET 2. GROUP III & I]] wood species are to be used as specified BUILDING LENGTH 0 48. 0 C 0 accordinig to 'The National Design Specifications for Wood 0 48' O.C. BMEEN 112' IWEADED ROD 111LE END TRUSS ConstrucItion", FRAMING OPENING CONNECTORS PDXY A�HESIVE FILL Group 11 Species: Southern Yellow Pine For Walls Over 10' PI, lit. GABLE END Tgoa & FRAMINr, AND FIRST COMMON ONCRET GABLE END ROOF SHEATHING-LAY muss. FOR OPENINGS 6' Of? GREATER Group III SPF For Walls 'Up TO 10' Pl. Ht. AND UNDER. GABLE ENE) FRAMING DETAILS UP TO A TOTAL UPLIFT OF 4aQO 3. Double T�op plates shall lap no less than 413" with nail spacing at \-I%[ OF tONCREIC 10" and �staggered. TRUSS 10 TOP PLATE SEE TYP. SEC71ON ALLTHREAD INSTALLATION FOUNDATION 4. Plywood �or OSB wall nail with 8d nails unless otherwise noted. 6. Header wnd Stud Schedule to be used to determine the number of header s3tuds and adjacent full length studs, (UNO). MINIMUM WALL AND HEADER 8. Max. I" )hole drilled Into exterior structural studs. STUD REQUIREMENTS 7. Studs to� be doubled at each end of shear -walls. UNSUPPORTED STUD MAXIMUM HEADER SPAN ((L) LBI-W/(2) 112'0 X 3' LAG SCREWS 8. HIP SETS with 24'o.c. step down trusses "' be sheathed with 7/18" WALL HEIGHT SPACING 7-1 91 1 12, 1 15, 1 is' OR 112' 0 X 5' THRU BOLT OBB withiout blocking the top chords pro",Illyd the OSB strands are NUMBER OF HEADER 57UDS LB2-W/(4) 3/8'0 X 3' LAG SCREWS W/1/20 HEX NUT AND oriented Perpendicular to the step down trusses. SUPPORTING END OF HEADER OR 2 X 2 X 1/8' WASHER LB3-W/(4) 5/16'0 X 3' LAG SCREWS I 1 1 2 1 2 1 2 1 2 1/20 HEX NUT AND o (2) 2 X STUDS NUMBER OF FULL-LENOIH STUDS ONE A 24'MIN. -SCAB 2 X 2 X 1/8' WASHER AT EACH END OF HEADER 8' X 2' X 1/8' L-SHAPE A36 STEEL 2- 2 2 3 3 3 3 10' OR LESS �e, 2 2 3 3 3 3 8' X 2- X 1/8' L-SHAPE A36 STEEL LBI-W/(2) 1/2'0 X 3' LAG SCREWS 24' 1 2 2 2 2 2 2 X 2 X 1/8' WASHER 112' 0 X 5' THRU BOLT OR 12" 2 2 3 4 5 5 an I__ GREAT '6. 2 2 3 4 4 (2) 2 X STUDS W/l/20 HEX NUT AND LB2-W/(4) 3/8'0 X 3' LAG SCREWS THAN 17 2 X 2 X 1/8' WASHER OR L4:._ 1 2 2 2 3 ONE A 24'MIN, SCAB LB3-W/(4) 5/16'0 X 3' LAG SCREWS ______I12' 0 X 4-1/4' COMPRESSION ANCHOR LBI-W/(2) 112'0 X 3' LAG SCREWS OR 112, 0 X 5' ALL THREAD W/EPDXY OR 1120 HEX NUT AND W/ 2-1/2' EMBEDMENT MIN. LB2-W/(4) 3/8'0 X 3' LAG SCREWS 2 X 2 X 1/8' WASHER (2) 2 X - STUDS OR (2) 2 X STUDS ___DBL STUDS @ ENDS X 1/8" WASHER LB3-W/(4) 5/16'0 X 3' LAG SCREWS 2 X 2 X 1/8' WASHER W/ OPT. 2'-0' LONG MIN, CONTINUOUS (2) Vx(I" TOP PLATE L'D U 4��-S' 1 2' X 1/8' L-SHAPE A36 STEEL"�-- o SCAB V/ 6- 12d's MIN, TOP PLATE TPP6's LB1, LB2, OR LB3 LB1, LB2, OR LB3 DBL STUDS 9 ENDS 81 X 2' X 1/8' L-SHAPE A36 STEEL (2) 2 X STUDS W/ OPT, 2'-0' LONG MIN, C/I GARAGE DOOR STUD WALL SECTION 1120 HEX NUT AND NAIL 2wB'S TOGMER STUD WALL SECTION SCAB W/ 6- l2d's MIN, 2 X 2 X 1/8' WASHER HEADER USING LOD NAILS* INSTALLATION INSTRUCTIONS. LBI-W/(2) 112'0 X 3' LAG SCREWS 16" O.C., STAGGERED BOTTOM LB CONN. OR <F) 2 X STUDS------- (2)RTPGA624 TOP PLATE LB CONN. LB2-W/(4) 3/8'0 X 3' LAG SCREWS TIE DOWN TO BE INSTALLED BY EACH SIDE W/ (12) 16d NAM OR 112' 0 X 4-1/4' COMPRESSION ANCHOR BRACKETT ENGINEERING SERVICES (3) 2x6 FULL LENGTH OR 112' 0 X 5' ALL THREAD W/EPDXY__---- OR PLANS BECOME NULL & VOID, LBI-W/(4) 5/16'0 X 3' LAG SCREWS W/ 2-1/2' EMBEDMENT MIN. (2) 2"x6" UNDER GARAGE CALL (904) 821-7879 TWO DAY's DOOR HEADER NOTE 7/16- OSB EACH BEFORE FRAMMING & ROOF DRYIN SIDE NAILED W/8d AT ALLTHREAD (ROD) CAPACITIES W/ CMU TO SCHEDULE INSTALLATION. 3' O.C. ALL EDGES LB1, LB2, OR LB3 LB1, LB2, OR LB3 LB1, LB2, OR LB3 LB1, LB2, OR LB3 W/ REDUCTIONS FOR EDGE DISTANCE USE ONE 11'2'0 A36 STEEL THREADED ROD OR LB3 ON CONN. W/2X4 WALL ON CMU LB2 SPACING STUD WALL SECTION STUD WALL ELEV. STUD WALL SECTION STUD WALL ELEV. EACH SIDE OF ALL LOAD BEARING EXTERIOR CORNERS (3) 2"x6" FOR CONCENTRATED LOADS AND ON EACH SIDE OF ALL OPENINGS 6' OR GREATER. 1/2"0 ALLTHREEAD ROD AND THEN AT 6' O.C. IN BETWEEN AND ALONG INTERIOR HD-I (1)112'0 ROD W/2X2XI/B' WASHER & 3' EMB. -1505# STUD MAX CAPACITY TOP OF WALL CONNECTION DETAILS BOTTOM OF WALL CONNECTION DETAILS BEARING WALLS WITH UPLIFT LOADS OR UNLESS NOTED W/4 1/2- EMS, HD-2 <1)1/2'0 ROD V/3X3XI/8' WASHER & 4 IIE!" EMB.-22744 SPACING SPACING PER TRUSS OTHERWISE, TPP6's IF ALLTHREAD NOT USED HD-3 (1)112'0 ROD W/3X3XI/8' WASHER & 6' EMB. _2900# HD-4 (2) HD-I -30104 6 81-01 D.C. 0 - 536# USE ONE 1/2'0 A36 STEEL THREADED ROD @ 6'O.0 HD-5 (2) HD-2 -4548# EPDXY INTO SLAB WITH 3' MIN. EMBEDMENT INTO SLAB P.T. 2"x6" PLATE HD-6 (2) HD-3 -5800" 5 61-81 O,C. 536 - 643# AND 7HRU THE TOP PLATE SECURE WITH 112' HEX NUT �q V/ 2 X 2 X 1/8' WASHER FOR UPLIFT <-2400# CONN. W/2X6 WALL ON SLAB OR CMU 4 5'-4' O,C. 643 - 805# I AND W/ 3 X 3 X 1/4' WASHER FOR UPLIFT <-4800# FOR C'ONCENTRATED LOADS 4'-0' O.C, 805 - 10724 7/16'0 HOLE HD-1 (1)112'0 ROD W/2X2XI/8' WASHER & 3' EMB. -2150# 3 5/8'0 HOLE �u �u ALL PLANS, DETAILS, AND NOTES ON THIS DRAWING IS USE AT-30 ACRYLIC SIMPSON EPDXY (UNO), Plan Revisions HD-2 (1)112'0 ROD W/3X3XI/8' WASHER & 4 112" EMB,-3249# 2 21-81 O,C. 1072 - 1606# 3/80 HOLE PROPRIETARY AND CAN NOT BE USED, TRANSFERED, OR ADDITIONAL STRAPPING ON THE HEADERS IS ONLY NEEDED OPT. FTP-42 EMBEDDED 12" INTO HD-3 (1)112'0 ROD W/3X3XI/8' WASHER � 6' EMD. -41444 OTHERWISE REPRODUCED WITHOUT THE WRITTEN APPROVAL OF CONCRETE FOOTING 0 EAC14 SIDE -3 -5920# 1 V-4' O.C, 1606 - 2144# 0 0 BRACKETT AND ASSOCIATES, INC, OR CHARLES T. BRACKETT WHEN THE TOTAL UPLIFT EXCEED 20001111's AS INDICATED OF G.D.S+W. w/ 16-16d NAILS EA. HD-4 (1) HD-3+ (1) LB 0'-0' O.C. 214411 ON SHEET S-2 OF FRAMING DETAILS. HD-5 (2) HD-2 -6498# HD-6 (2) HD-3 -8288# ALL THE CONCENTRATED LOADS WILL USE A COMBINATION - I I - 5/8'0 HOLE OF THE ABOVE ALONG WITH OGT'S AND ADDITIONAL STRAPS 4" CONCRETE SLAB CONN. W/2x4 & 2X6 WALLS ON CMU 5/8'0 HOLE AS REQUIRED, OR SLABS FOR CONCENTRATED LOADS MAX CAPACITY 5/8'0 HOLE THE TRUSS TO TOP PLATE CONNECTION WILL USE STANDARD ------------------- 2X4 2X6/SLAB LBl-W/(2) 112'0 X 3' LAG SCREWS 1658# HURRICANE CLIPS AS SPECIFIED ON THE TYPICAL SECTION GTI USE (DOGT W/HD-I -1505# -21504 LB2-W/<4) 3/8'0 X 3' LAG SCREWS 2212# THICKEN SrLAB AT EDGE GT2 USE (DOGT W/HD-2 -2274# -32494 LB3-W/(4) 5/16'0 X 3' LAG SCREWS 1780# LBI LB2 LB3 ON SHEET S-E. GT3 USE <I)OGT W/HD-3 -2900# -41444 G14 USE (2)QGT W/HD-2 W/0.148 NAILS-4548# LB4-W/(6) 3/8'0 X 3' LAG SCREWS 3318# New Plan Date (GDSW)— GARAGE IJQ,OR GT4 USE (2)QGT W/HD-2 W/0.162 NAILS -64981t LB5-W/(6) 5/16'0 X 3' LAG SCREWS 26704 G75 USE (2)OGT W/HD-3 W/0.148 NAILS-5500# SHEARWALL ELEVATION WHEN G15 USE (2)OGT W/HD-3 W/0,162 NAILS DOOR IS> 6' FROM POUSE I ) 5__,11 ,�z BY: CTB SCALE: 3/4 0 " Xe -14 SHEET NO. S- 2 33� "-74,� PLAN NO. PHILLIPS LOT NO. 11 z z COMMUNITY CO F--j L PHILLIPS RESIDENCI IF Go CD I 0_1 71 1 0 0 -3 -4 5-DIA, R&-d'BAR CONT. I I L �,D X 4"1 12' 1 ONE STORY DENOTES A SHEAR WALL SEGMENT XX'S\/VS i /_\ L - 4/1 16 TWO STORY— 01 7 F_ DENOTES WINDOW AND DOOR OPENINGS I lo DENOTES A CONNECTOR SCHEDULE LOCATION NO. \�,STEP FTO, FOR OPT. BRICK �] I L OPTIONAL MONOLITHIC FOOTING I F_ DENOTES A FRAME OPENING CONNECTOR SCHEDULE A DENOTES CONVENTIONAL FRAMING SCALE: N.T.S.-_ CD --------- D CONVENTIONAL FRAMING 15,-8,/ RAFTERS: USE 2 X 6 -3-#4 ,,PR ',3-#5-DIA, RE,--BAR CUNT. JOIST: USE 2 X 4 --77— L _j WEB MEMBERS: USE 2 X 4 @ 1/4 PTS Nr - - - - - - - - - - - - - - - - -r- _1 F -17T - - - - - - - 00 7 _j L _j THESE STRUCTURAL SHEETS ARE TO BE )WORKED WITH THE DESIGN PLANS IEI I= I I- - 0 0 7111-1111 1 - �= I AND TRUSS ENGINEERING BY OTHERS & PROVIDED WITH THESE DRAWINGS. 22X22XIO'/ FTO. A III. . .IIF IIF W/3 #5's E.W, ',D __LAA 70X36XI2" FTG, SEE DESIGN PLANS FOR ALL DIMENSIONS, 8// 1'-4 ONE STORY i]n I W/4 #5's CUNT. LEING WAY CONTRACTOR IS TO VERIFY ALL DIMENSIOINS AND TO NOTIFY E-H L + #5's 12" O.C, SHORT W4 THE ENGINEER OF ANY DISCREPANCY AS SOON AS POSSIBLE. 8' TWO STORY 17/-4// S�_ F I L 1 11 C/I I I I I T FG7 SEE "S-2" FOR FRAMING TYP. SECTION AND DETAILS. INTERIOR BEARING FOOTING - - - TT_ _1 SEE "S-3" FOR SHEAR WALL, UPLIFT CONNECTORS, & DESIGN SPECIFICATIONS. r - - - - - - — - - - - — - - - - - - -T SCALE: N,T,S. B - - - - - - - - - - — �U_ III FTO-2LI_ _J _ A HOLD DOWN CONNECTORS 4A STUD TO BOTTOM PLATE - - - - - - - - - - - - 14 El I M I 1=1 11, .:. L - 4 - Ji C — N 0. CONNECTORS IEd 11-111 't AICC #2SYP SPF I-A- 1 4" THK. 2500 PSI CONC. SLAB (1) LB3 W/(4)-5/16 X 3" LAG SCREWS W/ 6X6X1O/10 W.W,M, OVER (70 111 HD- 1 112"0 A.B, AND 2 X 2 X 1 /8" Washer 1 ,728 1 ,382 III lilti I Ia I I_—I 11-1 6 MIL VAPOR BARRIER,OVER _j 11 1 CLEAN, WELL COMPACTED, >III oil I 411 41" 4-1 �,D I TERMITE TREATED FILL, -Jill L-11 1 (1) LB2 W/(4)-5/16 X 3" LAG SCREWS 2,144 1,669 1 1 111 11 1 HD- 2 1 /2"0 A,B. & 2 X 2 X 1 /8" Washer CURB DETAIL 63 1 C-) 111 11 1 <� �L I 111 11 1 (1) LB2 W/(4)-5/16 X 3" LAG SCREW—S SCALE: N.T,S. I F05 AND (1) HA4 OR (1) LB4 W/5-LAGS 2,800 2,240 - - - - - - - - - - - - - HD- 3 1/2 0 A.B. & 2 X 2 X 1/81" Washer 4 (1) LB5 W/(4)-1 /2 X 3" LAG SCREWS 17, 1 3,216 2,573 HD - 4 1 /2"0 A.B. & 2 X 2 X 1/W' Washer - - - - - - -- - - - - - - - - I F- III III— 4-F (1) L65 W/(4)-172 X 3" LAG SCREWS - - - - - - - - - - - - - - - - HD- 5 AND,'(1) HA4 3,876 3,100 N, FTG-2 FTQ-2 I L _i_ J 1 /2 0 A.B. & 3 X 3 X 1 /4." Washer - - - - - - -F-- - -4 J (1) SGP3 W/24-16d's PATIO/PlIRCH FOOTING DETAIL i 11 i I HD- 6 1 /2"0 kB. & 3 X 3 X 1 /4." Washer 4,705 3,764 - - - - - - - - CC S ALE: N.T,S, I — I C C (1) �SGP3 W/24-16d's VT A HD- 7 AND,,(1) HA4 5,365 4,293 11 1 /2 0 A.B. & 3 X 3 X 1/4" Washer mil < LD > L-11 HD- 7 5,365 ----- z C C HD- 8 w/ (3) #2 SYP Studs Only 00 21 11 OPTIONAL HOLD DOWN: HD-1 TO HD-4 00 EEI I IEI 111-- 4- - 4- - - - - - - 4 City of Atlantic Beach USE ONE 112`0 A36 STEEL ALL. THREADED ROE I CU Planning and Zoning Department 0 0 CD �4-#4 , OR 3-#5-DIA, RE. -'BAR CONT, A W1 2 X 2 X I/e` WASHER & NUT AT TOP PLA W's approval verifies compliance with applicable W/ 3" EMBEDMENT INTO SLAB TO REPLACE OT`,Soning, subdivision and other local land L FTG-lL- - - - - - - -t -'FTO-2 I ___' Al -- — development regulations, but does not constitute 41 12- Eiw HD-4 TO HD-7 approval for the issuance of permits. compliance I I� with Florida Building Code and all other applicable III USE ONE 112`0 A36 STEEL ALL THREADED RODI local, state and Federal permitting requirements st be verified IV na,,,i,,,o of the City of Atlantic 0 _2. P r \-STEP FTG- FOR OPT. BRICK A W/ 3 X 3 X 1/8" WASHER & NUT AT TOP PLA , Lgach Building to thn usince of 4 MONOLITHIC CU.R_D FOOTING. /11'E Mill 1 1 1 1 W/ 3" EMBEDMENT INTO SLAB TO REPLACE QT//Tuilding PermiL SCALE, N.T,S. —Jill I L — — — — — — — Appmved Br_ mmunMn� DFS—CI" �,D I 6�nnt -3-44-10IR #5-DIA. RE-BAR, CUNT. -Jill I Date, jw/– — _." -1-11, 111 1 C) cu - - - - - - - - - - 1 5/ C C E-1 A -- - - - - - - - - - USE WHOLE WALL SHEAR WALL V) 0 V) C C SHEAR WALL DESIGN : -LLL - - 111 4. _1 IfI - - - _t _j ii FG1 Fron t: USE 7 16" OSB W B S C. t= . . a - - = I= DGES 12 12 8 9 IFTG-1 FTG-11- 12" O.C. ON INTERMEDI)ATE FRAMING AND WITHIN 12" LDO/ L J L -Jt USE HD- 4 @ EACH ENID OF SWS. 13, MONOLITHIC COLUMN FOOTING Rear: USE ,,7/16" OSB W/8d's (@ 4" O.C. ON EDGES SCALE! N.T.S. F_ _ 7 I - _ 71 F_ - _1 F_, 12 O-C, ON INTERMEDIATE FRAMING AND WITHIN 12" Plan Revisions aL - - - -1_n L - - - L - - - - - USE HD- 3 @ EACH EIND OF SWS. FTG-1 - 36X3CDX12" FTG. LEDGER Left: USE 7/16" OSI3 W/8d's 0 6" O.C. ON EDGES W/4 #5/s EV, 2X12 #2 SYP, LEDGER 24X2z-XlOy FTG, 12" O.C. ON INTERMEDIATE FRAMING AND WITHIN 12" W/16cl/ s @ 8' 11C, INTO W/3 #5's E,W, USE HD- 3 @ EACH ENID OF SWS. FTG-2-z:::: 24X24X12' FTG, TOP PLATE + (2) 6'-10' —1— 6'-4 1— (D 4 / —1— 6'-(D 7' Right: USE 7/16" OSB W/8d's @ 6" O.C. 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