BOUNDARY NAILING ROOF SHEATHING 10d NAILS AT 8" O.C. -+-,,. SST AE NT DTAI GRHDTRTOOOMFOTDRIUF ISESD, - t - , GABLE OVERHANG FASICA CEILING, --� SEE ARCH. OWGS. MSOEDE I FOI CT HA ET IRO SN ETCOT IEOXNI SFTOI NRG GABLE END OVERHANG PERXIOSTTEINCGTRINOPOF FRAMING, LACE �-- 10d NAILS AT 8" O.C. TOP ANO BOTTOM CHORD DT RRUOSPST. OSPE -TCTHI OG RH DT TROO O F WEXAISLLTING GABLE FACE STUD 4 WALL SECTION ALONG EXISTING GABLE 18 3/4" = 1'-0" BOUNDARY NAILING I EXISTING ROOF FRAMING, I PROTECT IN P LACE ROOF SHEATHING 10d NAILS AT 8" O.C. TOP AND BOTTOM CHORD 2X BLOCK AT 24"0C DT RR UOSPST, OS PE -TCTHI OG RH DT TROO O F EXISTING GABLE FACE STUD WA LL 5 18 ROOF TRUSS ----+----iv CEILING. _ ,,_ . SEE ARCH. OWGS. I WALL SECTION ALONG EXISTING GABLE 3/4" = 1'-0" ROOF SHEATHING TRUSS TOP CHORD OVERHANG SOFFIT, SEE ARCH. OWGS. 1181 r I I � I' k'.,,i I ' I EXISTING ROOF FRAMING, I PROTECT IN P LACE BOUNDARY NAILING 2SXL 6O LPEED, FGAESRT, EMNA TT OC HB RR IOC OK F UATSIN16G" O1/.4C".X 2 3/4" TAPCON WALL SECTION ALONG EXISTING GABLE 3/4" = 1'-0" BOUNDARY NAIL 2x6 OUTRIGGERS � (4) 10d AT 24" O.C. �TOENAILS (MATCH EXISTING) 2x SUBFASCIA _/ 1- S_ E_ E_ P * L _A _ Nf-ll 2x6 INFILL WALL STUDS AT 16" O.C. ----lf-t--11 1/2" PLYWOOD SHEATHING ----/f-f-11 SIMPSON 518" DIA TITEN HD -----l:;z::J-=1i4-ii-'-� ANCHOR BOLT AT 24"0C WITH BP 5/8-2 PLATE WASHERS (EMBED 4.5" INTO BLOCK) SOLID 2x BLOCKING SA TI MEPASCOHN OHU2 T5RAI GT GI EE R DOUBLE 2X TOP PLATE 2Ox.C4 .AMTA8X'-0. " 2X TOP PLATE BOUNDARY NAILING CMU WALL, SEE PLAN BOND BEAM, SEE PLAN AND SCHEDULE �af-,;f-- - -VERTICAL WALL REINF., SEE PLAN AND SCHEDULE. BRICK CLADDING, SEE ARCH DWGS GD �� 1 � 0 � SECTION - GABLE END SEE PLAN JSOEIENTPLRAENINAFN.,D SCHEDULE (4)10d NAILS (EA END OF BRACE) I ROOF SHEATHING 2x DIA B G L OO NC AKING AT L BRACE 2x4 BRACE AT 32" O.C. ROOF TRUSS, SEE PLAN _ __ $ TRUSS BRG. EL. SEE P LAN ROOF SHEATHING ROOF TRUSS, SEE PLAN 2x BLOCKING 2 XO6VXE R8 ' H- 0A" NSGI S, TFEARS TMEENMTBOE RT OA PT CHORD WITH 10d NAILSAT 6" O.C. STAGGERED BlWN. TRUSSES, WAITT THA(C3 )H1 0TdOTTOREUNSASIE S LS r NBOAIUNDARY L �- (5) 1Od TOE NAI LS PER B LOCK -� = .....J ,_ �-� �:±l 2x SUBFASCIA BOND BEAM, SEE PLAN AND SCHEDULE SIMPSON 5/8" DIA. TITEN HD ANCHOR BOLT AT 24" O.C. WITH B( EPM5B/ 8E- 2D P4L. 5A" TI NE TWOABS H E R S LOCK) 1' - 41/2" TRIM EXISTING - - -1------1 OUTRIGGERS AS SHOWN FROM FACE BOUNDARY NAILING N E AWT T2 XA CSHU BT FOAESACCI AH, E NEDXUI SSTI INNGG ( O2 )U1T0Rd I GN GA IE R LS OFCMU PEXRIOSTTEINCGT RINOPOF FRAMING, LACE PROTECT EXTERIOR WOOD -----,1 ! FRAMING IN PLACE, TEMPORARILY SUPPORT AS REQUIRED DURING BRICK DEMO �II II I I I I II EPXRIOSTTEINCGT TI NRUPSLASC, E BOUNDARY NAILING DEMO BRICK AND INSULATION, ---� 1 :: li__l_i---- EXISTING EXTERIOR WAL L, SEE ARCH DWGS. I II PROTECT IN P LACE � I NBTREIRCIKO RC L- ARDEDMI NOGV E EXISTING GABLE OVERHANG MODIFICATION 3/4" = 1'-0" <O I T/WA LL EL. SEE P LAN ESAI M. PESNODNOHF 3TWR UI NSDS T( 1I EE-A2. S I D E ) 2X TOP PLATE CMU WALL, SEE PLAN VERTICAL WALL REINF., SEE PLAN AND SCHEDULE JSOEIENPT REINF., LAN AND SCHEDULE NTHOETEG:ENERAL CONTRACTOR SHALL REVIEW (TEHNEGTI NR EUESRS I NMGA NDUA FT AA CSTHUEREETRSS) FCOARL CUUPLLAI FTTI O N S TRREUA SCST I OA NNOS VA ET REI AF YC HT HSAUTP TPHOER TT RAUT SESA C H CONNECTORS CALLED OUT ON PLANS MEET OT HREETXRCUESESD MT HA NE UUFPALCI FTTURREEARC T I O N S F R O M • u e lo-( REVISIONS ffcE'solutions I Structur�I engln�ers ,._ -·�-� ·""''"' ' ""'"'"'"' ··-·· BID SET I ID ?025 /1,lid;;fe,1ern Engineer;. Inc. 802 W�t Bromlw"y Stn,et P.O. I.lox 295 Loo�boice. Indian" 4I553 DAT r JU y 2025 OESi r �N N.ID.B. DRAIN N.ID.B. 0.C. ! CHECK J.D T PROJECT NUMBER 2oksoos-o 1 ' ' 1 8 ' - C OF FILE NUMBER- " I Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2