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HomeMy WebLinkAbout20-Carmel IN-A2.1-A2.106 BLOCKING EA. TRUSS 2X6 BLOCKING BTWN. TRUSS 2X6 BLOCKING BTWN. TRUSS SIMPSON HTZ TRUSS NO PLATE AT µ� 2 SPACE W/ SIMPSON SUL46 TOP CHORDS W/ SIMPSON A35 TOP CHORDS W/ SIMPSON A35 CUP ® EA END TOP 06 BLOCKING 2%6 BLOCKING W SIMPSON SKEWED HANGAR EA. END EA. END EA. END A35 EA. END 1xvTHE DESIGN AND DETAILS BBB DISCLOSED HEREIN ARE THE EXCLUSIVE PROPERTY OF BOTTOM OF ROOF \ BOTTOM OF ROOF / UNDERSIDE OF EXISTING WINTER ARCHITECTS INC. AND DECK \ DECK ROOF DECK / SHALL NOT BE COPIED OR / REPRODUCED IN WHOLE PRIOR SIMPSON $P6 AT EA. 0 \ P2 / \ IN PART WITHOUT ITS PRIOR LOCATION \ / / WRITIEN CONSENT. \ / PREFABRICATED / \ PREFABRICATED A WOOD TRUSSES / WOOD TRUSSES I DAN HINTER, ARCHITECT \ J 1 iL / 5/8" G SUM B RD ON 2x6 W00 / 7 7 STUDS A 16" ON ENTER - \ / SUPPORT F M S1R TUBE AS E e e P2 P2 P2 0 oe -- Q A34 AT ROOF DFC.K e o 2X4 DIAGONAL BRACE AT 48" O.C. NEW 2x8 JSTS ® 16" TO STRUCTURE ABOVE EA. SIDE, TRUSSES 2X4 DIAGONAL BRACE N 48 O.C. O.C. MAX w/SIMPSON ^ P2 PAINTED - W/ (3) 16d ONE END AND SIMPSON p1 LUS28 EA. END pi oT12DIAGONAL BRACE AT 48" O.C. P7 0TRUCTURE ABOVE 2X4 DIAGONAL BRACE AT 48" O.C. 2%4 DIAGONAL BRACE AT 48° O.0 5/8° GYPSUM BOARD ON 2x6 WOOD SS-1 W/ (3) i6d ONE END AND SIMPSON V W/ (3) 16d ONE END AND SIMPSON STUDS AT 16" ON CENTEA34 AT TRUSS TOP CHORD A34 AT TRUSS TOP CHORD SUPPORT FROM STRUCTU E ABOVE 1 2" SOLIDI_SURFACINGV/\EERCPMATERIAL dH °'SHEET A2. WOOD STUDS AT 16" ON ON 1x6 5/8" GYP. BD. TYPE 'X% CENTER - SUPPORT FROM < < 0 FIN. PER PLAN AND SCHEEL STRUCTURE ABOVE m m i Ay 5/8' GYPSUM BOARD ON 2x6 WOOD AT 10'-0" ABOVE FINISH s m m LL / 5/8' GYPSUM BOARD ON 2x4 WOOD o ,� STUDS AT I6" ON CENTER - FLOOR INSTALL PER ASTM SUSPENDED CEILING PL-A 7su7sp�N CEILINGNG AT o C1}96 C1396M STUDS AT 16" ON CENTER - SUPPORT FROM STRUCTURE ABOVE / SUPPORT FROM STRUCTURE ABOVE FRP TYP. AT HATCHED AREA SH FLOORZCONT. 2x8 LEDGER w/(4) 16d EXPOSED WALL o INDICATES z 3/8' MIH z — o ONNER VENDOR 4 MELAMINEUJ H a STAINLESS STEEL WRAP SUPPLIED `SUSPENDED CEILING AT ENTIRE OPENING - MIN. 2' TO NHVALANALL C WHITE ERR i0 CLG EXTEND T J AROUND CORNERS SEE 5/A7 6" MIN. BEYOND CEILING i w DINING INSTALL ABOVE FINISH FLOOR p1 DINING O U C INSTALL PER ASTM 636 C 3 COOLER C & 635 C r PL-A C WALK-IN COOLER AND C HALL FP1 w o FREEZER BOX. W/FIRE RATING 5/8 2 1/4" W3 KITCHEN + OF 25 OR LESS PER UL LABEL -� 6 3/4" Z v ELEVATION 8'-0° - ABOVE ELEVATIFINISH FLOOR ABOVE FINISH FLOOR NAIL)xw/(1) BRG SSTUDR&( (1)E &�� METAL CORNER BEAD EA. METAL CORNER BEAD COAT 2X6 BOOT FULL -HT STUD EA E"° SECTION AT TRANSOM WALL SECTION AT PICKUP o A SIDE TYP. PLATE SIDE TYP NO O SECTION AT MENU BD. SOFFIT O SECTION AT HALL TRANSOM WALL O3 ABOVE COOLER OPENING ® COUNTER SOFFIT > 1 1/2" = 1 1/2" = V—G11/, — V—c 1 1/2" = 1'—G" L�U/ LL LL I _' OCKING EA. TRUSS 2X6 BLOCKING BTWN. TRUSS Al SIMPSON SUL46 TOP CHORDS W/ SIMPSON A35 Se ;vLD HANGAR EA. END EA. END BOTTOM 111011101 DECK\ SIMPSON SP6 AT EA\ LOCATION 2X4 DIAGONAL BRACE AT 48" O.C. W/ (3) 16d ONE END AND SIMPSON A34 AT TRUSS TOP CHORD 5/8" GYPSUM BOARD ON 2x6 WOOD STUDS AT 16" ON CENTER - SUPPORT FROM STRUCTURE ABOVE- �2x BLKG. EA. STUD SPACE (CUT TO FIT TIGHT & TOENAIL) V�ROOFING 1/2" O.S.B. WALL SHEATHING W/ WATER RESISTIVE BARRIER - REFER TO STRUCTL. PLANS AND NOTES FOR NAILING REQUIREMENTS DUROLAST ROOFING 2x6 WOOD STUDS AT 16" ON CENTER REFER TO STRUCTL. DETAILS FOR CONNECTIONS DURO-LAST WHITE 50 MIL REINF. THERMOPLASTIC MEMBRANE OVER R24 RIGID INSUL. SUSPENDED CEILING ATE SUSPENDED CEILING AT 9'-0" ABOVE FINISH FLOOR 9'-0" ABOVE FINISH FLOOR INSTALL PER ASTM 636 C INSTALL PER ASTM 636 C V7 & 635 C - & 635 C MEAN W3 ELEVATION 8'-0° W3 KITCHEN CLEAT FASTENED TO ABOVE FINISH FLOOR ' ' BOTTOMOM SIDE PLYWD. ROOF BOTTOM SHEATHING PAINTED TO MATCH METAL CORNER BEAD CONT 2X6 BOOT. ROOF STRUCTURE (TYP. AT EA S'DC, T`P PLATE QERIMETER OF OPNG.) RELEASED FOR coNsrRucrior%CH. TO KITCHEN © ACCESS OPENING Subject to compliance with all regulaiions 3/4" = 1'-O" REFER TO SHEET A2 FOR OCATION of State and Local Codes I City of Camel � dVT� lonrJNDA� DATE: \\ 04/03/19 5/8" PLYWOOD ROOF SHEATHING REFER TO STRUCTL PLANS AND NOTES FOR NAILING REQUIREMENTS PRE- FAB ROOF TRUSSES, REFER STRUCTURAL A yokx,9"Q,pV fAOMD®?A S ipq ytaA$ AR19 00 STA x'T'DI Fi' V/ mimnn7 �� �30x 36 PRE-FAB INSULATED ALUM. ROOF SCUTTLE W/ INSULATED CURB & LAP SEALANT TO ROOF 'G WINTER SINGLE -PLY FLASHING UNDER CURB EDGE ARCHITECTS FLASHING W/ LAP SEALANT TO ROOF'C 1024 EAST EXTENDING VERT. SAFTEY POST 3 1/2" X 3 1/2' X 1/4" CLIP FIRST STREET ANGLE, AT EA. TRUSS ADJACENT r 1 5/8' % 1 5/8' % 16 GA. �TERMINAHON BAR W/ FASTENERS ®12" O.C. • TO HANGER. FASTEN WITH 1/2' UNISTRUT INSTALL TIGHT TO THE WICHITA, KS. see,< DIA. THRU BOLTS WITH WASHERS. UNDERSIDE OF TRUSS TOP CHORD 67214 • • 8 1/2"x3"xl/4° BENT PLATE WALL BRACE WELD TO BENT PLATE AT ROOF OPEN'G PH. 316-267-7142 7'x4"xl/4' BENT PLATE ALL (4) SIDES- • PROJECT 3O" CLR. EXTEND (2) SIDES TO BEAR ON ROOF 1RUSSES' 36" CLR. ARCHITECT: R-13 BATT INSUL. RODGER BAKER • PRE-FAB WOOD ROOF TRUSS ONE HOUR CEILING ASSEMBLY SOFFIT ONE HOUR A RATED SHAFT TO UNDERSIDE DETAILS OF ROOF DECK & SEAL TO DECK • 1/2" DIAMETER THREADED 1/2" DIAMETER AIL -THREAD ROD. ROD. PROVIDE DOUBLE • • NUTS TOP AND BOTTOM BOTTOMPROVIDE DOUBLE NUTS TOP AND E 8 1/2"x3°s1 /4° BENT PLATE WALL BRACE MIN. (3) EA. SIDE EQUIPMENT HANGER SUPPORT. BOTTOM DATE W/ BOLTS TO FULL HT 2%8 VERTICAL WOOD BLOCK'G SUPPLIED BY HOOD MANIT 11/7/2018 3/4" STEEL RUNG WELDED TO VERT. SIDE RAIL 1'-6" FACE `o SUSPENDED O FACE OF PLATE 3/8°x3° VERT. SIDE RAIL SUSPENDED CEILING CEILING AT 9'-0' 6x3xl/4"x3" CLIP ANGLE WELDED TO VERT. SIDE RAIL • AT 9'-0' ABOVE KITCHEN HOOD KITCHEN HOOD ABOVE FINISHED FINISHED FLOOR FLOOR DRAWN BY: 7" 3/4"00" ANCHOR BOLT TYP. RB RMW CHECKED BY: FLOOR FINISH- REF. FIN. SOT H DW LADDER TO ROOF )HOOD SUPPORT (TYP) 4 3/4" = 1'-0" SHEET N0. AM