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(2) STUDS(12) SMS EACH END OF HEADER(2) WALL STUDS (JAMB)NOTE: JAMB STUDS MAY BE BACK TO BACKHSS POST WHERE OCCURS PER PLAN(2) TRACKS(4) SMS EVERY 12"ROOF SHEATHING PER PLAN(3) #12 SCREWS AT EACH BLKGMETAL JOIST PER PLAN15/32" EXTERIOR GRADE SHEATHING600T200-43 TOP TRACK. SMS AT 6" O.C. MAX (DECK TO RIM TRACK)SMSAT 6" O.C. MAX(SHEATHING TO TOP TRACK)SMS AT 6" O.C. MAX(RIM TRACK TO TOP TRACK)SEEFOR PARAPET ATTACHMENT/JS4ROOF SHEATHING PER PLAN(3) SMS AT EACH BLKG TO TOP TRACKMETAL JOIST PER PLAN600T200-43 TOP TRACK. 100T200-54 BLOCKING AT 48" O.C. ALONG WALL LENGTHSMS AT 12" O.C.ROOF SHEATHING PER PLANSMS AT 6" O.C. MAX (DECK TO RIM TRACK)1000T200-54 RIM TRACK. 15/32" EXTERIOR GRADE SHEATHING SMS AT 6" O.C. (SHEATHING TO TOP TRACK)SMS AT 6" O.C. (RIM TRACK TO TOP TRACK)600T200-43 TOP TRACKMETAL JOIST PER PLANSEEFOR PARAPET ATTACHMENT/JS4ROOF SHEATHING PER PLAN(4) SMS AT EACH BLOCKING1000T200-54 RIM TRACK BLOCKING EVERY OTHER BAY15/32" EXTERIOR GRADE SHEATHING SMS AT 6" O.C. MAX(SHEATHING TO TOP TRACK)SMS AT EACH BLOCKING(RIM TRACK TO TOP TRACK)600T200-43 TOP TRACKMETAL JOIST PER PLANS SECTION TO MATCH TRACK GAUGE AND FLANGE WIDTH. JOIST RIM TRACK OR WALL TOP TRACK PER PLAN.(8) SMS FROM S SECTION TO EACH TRACK AS SHOWN.STUD OR JOIST PER PLANTYPICAL TRACK BLOCKING. CLIP FLANGES AND BEND TO ATTACH TO JOISTS.(2) SMS IN (4) LOCATIONS AT EACH BLOCKINGBLOCKING TO RECEIVE (4) SMS SCREWS FROM METAL DECK, MINSMS SCREW EACH EACH FLANGE OF JOIST OR STUD INTO TRACK2' - 6"600T137-43 SILL ATTACH TO JOIST BELOW W/ SMS AT 6" O.C. JOIST OR JOIST BLOCKING EVERY BAY UNDER KICKER BRACING.CLIP & BEND KICKER WEB & ATTACH TO PARAPET STUDS W/ (3) SMSTYP WALL SHEATHINGPARAPET FRAMING: TYP WALL STUDS AT 24" O.C. W/ TOP & BOT TRACK.4' 1-1/2" MAX2' - 8" 350S137-43 STUDS AT 45 DEGREES AT 24" O.C.SMS FROM BOT TRACK TO EA WALL STUD(3) SMS FROM EA PARAPET STUD INTO RIM JOISTSEE ORFOR MORE INFO/BS4/GS4CLIP & BEND KICKER WEB & ATTACH TO SILL W/ (3) SMS600T137-43 LEDGER ATTACH TO STUD BLKG W/ SMS AT 6" O.C.ATTACH STUD BLKG TO SHEATHING W/ SMS AT 6" O.C.22 GAUGE B-DECK. ATTACH TO SUPPORTS WITH #12 SCREWS AT 6" O.C.C12x20.7HSS6x4x3/16 POSTMITER CUT & SHOP WELD1/4INSIDE FACE WEB & FLANGEL6x4x5/16LLVC12x20.7C12x20.7HSS6x4x3/16 POST3/1643/164COPE ANGLE LEG WHERE CONFICTS WITH CHANNEL FLANGE1/4(2) 3/4" THREADED STUDS SHOP WELDED TO COLUMN TOP & BOTL3x2x5/16 X 6" TOP & BOTC12 TO L3x20' - 0 3/8"5/16C12 TO L3x25/16C12 TO L3x21/40' - 1 1/4"0' - 1 1/4"PROVIDE (2) JOISTS OVER COLUMN(4) SMS FROM EA JOIST TO COL CAP PLATECOL CAP PL1/4x6x81/41/4C12x20.7NOTE: METAL DECK, PARAPET, AND WOOD SHEATHING NOT SHOWN FOR CLARITYHSS6x4x3/16 POSTHSS6x4x3/16 POSTJOB #2103011661 STOREYFIELD LANELINCOLN, CA 95648(760) 458 -6449calstructuralengineering.comCOPYRIGHT LIVINGSTON ENGINEERING CHEVRON CAR WASH2494 E. FREMONT ST.STOCKTON, CA 95205845 S. Commerce StreetStockton, CA. 95206(209) 662-4875apexplanning@hotmail.comSteven Anthony Torres IIArchitect # C32553APEXARCHITECTURE20-21STRUCTURALENGINEERINGS4FRAMING DETAILS8-19-20211" = 1'-0"ATYPICAL WALL HEADER1 1/2" = 1'-0"GEXTERIOR WALL PARALLEL TO JOISTS1 1/2" = 1'-0"CINTERIOR WALL PARALLEL TO JOISTS1 1/2" = 1'-0"BEXTERIOR WALL PERPENDICULAR TOJOISTS1 1/2" = 1'-0"DINTERIOR WALL PERPENDICULAR TOJOISTS1" = 1'-0"ETYPICAL TRACK SPLICE1 1/2" = 1'-0"FTYPICAL BLOCKING DETAIL1 1/2" = 1'-0"HTYPICAL JOIST / STUD TO TRACK1" = 1'-0"JPARAPET FRAMING3/4" = 1'-0"KSTEEL CANOPY1 1/2" = 1'-0"LCANOPY POST TO ROOF JOISTANOISSEFORPLENG INE ER CFOETATS CALIFORNIAILRETRACVIN GSTO N C88841LIVICA.S6946EXP. 06-30-22STRUCTURALATRN07-23-2108-23-21