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Home My WebLink About0907.95G2HEADER SECURED TO WITH (4) 1/2'x1' BOLTS W/ WASHERS BOTH SIDES HEIGHT VERIES AT ENDWALL TAPPERED HEADER, SEE PLANS �3/4' FOR ROOF SLOPE t LENGTH OF HEADER ga EXPANSION ANGLE DIA. BOLTS 12 ga EXPANSION ANGLE WELDED TO —, INSIDE HEADER FOR ZEE BEAM CONNECTION. SEE PLANS FOR HEIGHT. HEIGHT VARIES AT TAPERED HEADER CONNECTION PLATE SECURED AT LOCATIONS WHERE SNOIt,N GEE COLUMN, SEE PLANS FOR SIZE AND LOCATION L 2' X 2' x 20 ga. ANGLE EA. END OF PARTITION WALL. FASTEN TO PIER TOP, BOTTOM, AND MIDDLE PLATE W/ (3) 012 TEKS IN PLANS• FASTEN PANELS TO ANGLE W/ '12 TEKS • EVERY CORRIGATION (TYP.) R PANEL INSIDE CLOSURE W/ TAPE SEALER OVER AND UNDER CLOSURE 014 SD8 HEX HEADS INSTALL PER MBCI CONSTRUCTION 030 26 GA. GALVALUME ULTRA DEK OR RABCO INC. 6' ROOF INSULATION INSTALLATION PRO- PER CONTRACT. CEDURES MANUAL. 26 GA M -PANEL BY — RABCO AS REQUIRED IN ELEVATIONS. FASTEN TO 445x16 GA. GEE COLUMN • EVERY COR- ATION W/ 010 8DS TOP TRACK - 4x4x14 GA CHANNEL 012x1' SDS EACH SIDE (TYP.) 4016 CEE COLUMN PER PLAN 5' -0' O.G. AT PERIMETER EXTERIOR WALL INSULATION PER CONTRACT 4xl2x18 GA. BASE CHANNEL TRACK ANCHORED TO SLAB W/ 1/2'x2 3/4' RAW.. SPIKES OR ANCHORES • 2' -6' O.G. 35' SLAB AS REQUIRED IN PLAN 18' GALVANEAL PIERS TEX COTE PAINTED (2) 1/2'� x 4 3/4' EXP. BOLTS OR RAW.. SPIKES TWRU PIER BASE PLATE TO CONCRETE FLOOR CONT. 15x1125 RAINLIP U 1 SECTION 1/2' x I /2' A301 BOLT • ZEE TO GEE COLUMN AND (2) BOLTS PER 1 1/2' SHORT LAP CONDITIONS FOR ALL 4x25x16 GA. ZEE BEAMS 26 GA M -PANEL BY RABGO AS REQU I RED IN ELEVATIONS. FASTEN TO 4x25xl6 GA. GEE COLUMN 0 EVERY COR- RUGATION W/ 010 SDS • &' O.C. VERTICAL. 1/2' x 3 1/2 EXP. BOLTS OR RAWL SPIKES THRU 4' GEE BASE PLATE TO CONCRETE FLOOR. SEE DETAIL 3/5 -9 WWF W1.4x1.4 - 6x6 -- i 15' x 22 GA. CONCRETE COMPOSITE DECK LAYOUT • 3 CONT. SPANS MIN. (2) 1/2' x 1/2' A325 -N BOLTS • ZEE TO CEE COLUMN AND (2) 1/2' x 1/2' A325 -N BOLTS • ZEE LAP SPLICE. PROVIDE MBCI STANDARD SHORT LAP SPLICE 1 1/2' TYP. UNLESS OTHERWISE NOTED ON PLAN. ZEE BEAM AS REQUIRED IN PLAN 8x35x12 GA FABRICATED IN TWO SPAN CONDITIONS AT ALL POSSIBLE CONDITIONS. 6C12 - 6' - 12 GA. CEE COLUMN - PRIME PAINTED (2) 1/2'9' x 4 3/4' EXP. BOLTS OR RAW.. SPIKES THRU 6' CEE BASE PLATE TO CONCRETE FLOOR SEE DETAIL 4/8 -9 ZEE BEAM, SEE PLANS FOR SIZE AND LOCATION L 5x25x12 GA. x 35' - LONG BASE ANGLE AT INSIDE GEE POST CONCRETE SLAB AS REQUIRED ON PLAN GRADE C PANEL (GAUGE AS SPECIFIED) Fy - 83000 PS 1 PARTITION PANELS 010 TEKS • 20' O.C. SEAM STITCH SCREWS. ATTATCH PANEL TO GEE COLUMN W/ 012 TEK 0 EVERY CORRIGATION VERT. SECTION 3 1/2' 1 3/4' N 112 %Y RAWL'S LOK/BOLT BLEEZE ANCHOR INSTALLED W/ MIN. EMBEDMENT OF 3' INTO CONCRETE SLAB AT LOW CONCRETE DECK CORRUGATIONS AND THE FULL 2' INTO CONCRETE SLAB AT HIGH CONCRETE DECK CORRUGATIONS 014 TEK SCREW EA. FLANGE 1/2'0 A325 BOLT 1/2' LIP ON INSIDE LIP ONLY — 3' MIN. EMBED 3 SECTION 26 GA. GALVALUME ULTRA DEK 1/2' x 3 1/2' EXP. BOLTS OR RAWL SPIKES THRU 4' GEE BASE PLATE TO CONCRETE SLOOR SEE DETAIL 3/5-9 `-15' x 22 GA. CONCRETE —_ COMPOSITE DECK LAYOUT • 3 CONT. SPANS MIN. (2) 1/2' x 1/2' A325 -N BOLTS • ZEE TO CEE COLUMN AND (2) 1/2' x 1/2' A325 -N BOLTS • ZEE LAP SPLICE. PROVIDE MBCI STANDARD SHORT LAP — SPLICE 1 I/2' TYP. UNLESS \ OTHERWISE NOTED ON PLAN `— ZEE PURLIN AS REQUIRED IN PLAN 8x35x12 GA. FABRICATED — IN TWO SPAN CONDITIONS AT ALL — POSSIBLE CONDITIONS. 6C12 - be - 12 GA. CEE COLUMN - PRIME PAINTED (2)112'o x 4 3/4' EXP. BOLTS OR RAWL SPIKES THRU 6' CEE BASE PLATE TO CONCRETE FLOOR SEE DETAIL 4/5-9 4 v FASTENER 0140/8 • 6' O.C. (TYP-) TAPE SEALER - DOUBLE BEAD e 14x1' (5 PER PANEL) (TYPICAL) 3' 1 1/2' 0 0 C N n r 1 1/2' BENT PLATE 1x35xl/4'x5 1/2' WIDE W/ 4 EA. 112'pr A325 BOLTS AND W/ 2 EA, HILTI KB II 12 -334 INSTALLED W/ MIN. EMBEDMENT OF 3' INTO CONCRETE SLAB (SUBSTITUTE - RAWL SPIKES OR ANCHORES) CONCRETE SLAB AS F REQUIRED ON PLAN r- 3' MIN. EMBED SEC T I ON S _ p N.T S. RIDGE FLASHING 'R' PANEL OUTSIDE CLOSURE 2 ROOF PANEL (TYP) METAL SHEAR WAf ' 014 x 3/4' TEKS • 12'0-G- - COVER W/ PROTECTIVE PLASTIC GAPS , NSULATION (SEE SECTION) (2) 012 TEKS AT 24' OTC. (TYP.) 4Zi6 GA. ROOF ZEE BEAM SECTION S_ p N.T.°v. 1 1/2' x 1 1/2' x 00418 PERIMETER ANGLE • PERIMETER OF SWEAR WALL PANEL. STIFFNER PLATE • TOP AND MID - HEIGHT - 18 ga. PIER SECTION _ N.T,5. PIER TOP PLATE 18 ga. HEADER • SIDEWALLS I6 ga. HEADER • ENDWALLS �- 18 ga. PIER SECTION _ 9 N.T.B. 18 ga. PIER U ILI f— U O O ANGLE WELDED TO 12 ga. PLATE 12 a. PLATE WELDED TO IN51DE FACE OF PIER STIFFENER I' x 13' TYP. (2 REQ'D.) I - 012 TEK8 EA. SIDE STIFFENER I' x 13' TYP. (2 REQ'D.) I - 012 TEKS EA. SIDE WELD BASE PLATE TO PIER PIER BASE PLATE SECURED TO CONCRETE BLAB W/ (2) 1/2' x 3 3/4' WEDGE ANCHORS ZEE BEAM Ju 06 Ju ?� 0-- "�' N f� O �� 'd N to ca 0 1 XMp0 z> �U r O w [If n ao -1 UOr-.. U� c L z -, L W a) o v O(n O .t 6- OUa_ U IL Certified By uJ 0 Q u", �a U-J UJ UA RU Vli U Revisions Drawn By Designed By Project No. Date BUIX RUG • 6' OZ. VERTICAL. " .. SET COLUMN BACK I V2' — OFF 8LA5 EDGE OR VERIFY DISTANCE REQUIRED FOR STUCCO SYSTEM PER ARCH. Z PANEL FLASHING PER CONTRACT. f- 18 GA. HEADER t e.. .f ' 1 � TOP TRACK - 4x4x14 GA CHANNEL 012x1' SDS EACH SIDE (TYP.) 4016 CEE COLUMN PER PLAN 5' -0' O.G. AT PERIMETER EXTERIOR WALL INSULATION PER CONTRACT 4xl2x18 GA. BASE CHANNEL TRACK ANCHORED TO SLAB W/ 1/2'x2 3/4' RAW.. SPIKES OR ANCHORES • 2' -6' O.G. 35' SLAB AS REQUIRED IN PLAN 18' GALVANEAL PIERS TEX COTE PAINTED (2) 1/2'� x 4 3/4' EXP. BOLTS OR RAW.. SPIKES TWRU PIER BASE PLATE TO CONCRETE FLOOR CONT. 15x1125 RAINLIP U 1 SECTION 1/2' x I /2' A301 BOLT • ZEE TO GEE COLUMN AND (2) BOLTS PER 1 1/2' SHORT LAP CONDITIONS FOR ALL 4x25x16 GA. ZEE BEAMS 26 GA M -PANEL BY RABGO AS REQU I RED IN ELEVATIONS. FASTEN TO 4x25xl6 GA. GEE COLUMN 0 EVERY COR- RUGATION W/ 010 SDS • &' O.C. VERTICAL. 1/2' x 3 1/2 EXP. BOLTS OR RAWL SPIKES THRU 4' GEE BASE PLATE TO CONCRETE FLOOR. SEE DETAIL 3/5 -9 WWF W1.4x1.4 - 6x6 -- i 15' x 22 GA. CONCRETE COMPOSITE DECK LAYOUT • 3 CONT. SPANS MIN. (2) 1/2' x 1/2' A325 -N BOLTS • ZEE TO CEE COLUMN AND (2) 1/2' x 1/2' A325 -N BOLTS • ZEE LAP SPLICE. PROVIDE MBCI STANDARD SHORT LAP SPLICE 1 1/2' TYP. UNLESS OTHERWISE NOTED ON PLAN. ZEE BEAM AS REQUIRED IN PLAN 8x35x12 GA FABRICATED IN TWO SPAN CONDITIONS AT ALL POSSIBLE CONDITIONS. 6C12 - 6' - 12 GA. CEE COLUMN - PRIME PAINTED (2) 1/2'9' x 4 3/4' EXP. BOLTS OR RAW.. SPIKES THRU 6' CEE BASE PLATE TO CONCRETE FLOOR SEE DETAIL 4/8 -9 ZEE BEAM, SEE PLANS FOR SIZE AND LOCATION L 5x25x12 GA. x 35' - LONG BASE ANGLE AT INSIDE GEE POST CONCRETE SLAB AS REQUIRED ON PLAN GRADE C PANEL (GAUGE AS SPECIFIED) Fy - 83000 PS 1 PARTITION PANELS 010 TEKS • 20' O.C. SEAM STITCH SCREWS. ATTATCH PANEL TO GEE COLUMN W/ 012 TEK 0 EVERY CORRIGATION VERT. SECTION 3 1/2' 1 3/4' N 112 %Y RAWL'S LOK/BOLT BLEEZE ANCHOR INSTALLED W/ MIN. EMBEDMENT OF 3' INTO CONCRETE SLAB AT LOW CONCRETE DECK CORRUGATIONS AND THE FULL 2' INTO CONCRETE SLAB AT HIGH CONCRETE DECK CORRUGATIONS 014 TEK SCREW EA. FLANGE 1/2'0 A325 BOLT 1/2' LIP ON INSIDE LIP ONLY — 3' MIN. EMBED 3 SECTION 26 GA. GALVALUME ULTRA DEK 1/2' x 3 1/2' EXP. BOLTS OR RAWL SPIKES THRU 4' GEE BASE PLATE TO CONCRETE SLOOR SEE DETAIL 3/5-9 `-15' x 22 GA. CONCRETE —_ COMPOSITE DECK LAYOUT • 3 CONT. SPANS MIN. (2) 1/2' x 1/2' A325 -N BOLTS • ZEE TO CEE COLUMN AND (2) 1/2' x 1/2' A325 -N BOLTS • ZEE LAP SPLICE. PROVIDE MBCI STANDARD SHORT LAP — SPLICE 1 I/2' TYP. UNLESS \ OTHERWISE NOTED ON PLAN `— ZEE PURLIN AS REQUIRED IN PLAN 8x35x12 GA. FABRICATED — IN TWO SPAN CONDITIONS AT ALL — POSSIBLE CONDITIONS. 6C12 - be - 12 GA. CEE COLUMN - PRIME PAINTED (2)112'o x 4 3/4' EXP. BOLTS OR RAWL SPIKES THRU 6' CEE BASE PLATE TO CONCRETE FLOOR SEE DETAIL 4/5-9 4 v FASTENER 0140/8 • 6' O.C. (TYP-) TAPE SEALER - DOUBLE BEAD e 14x1' (5 PER PANEL) (TYPICAL) 3' 1 1/2' 0 0 C N n r 1 1/2' BENT PLATE 1x35xl/4'x5 1/2' WIDE W/ 4 EA. 112'pr A325 BOLTS AND W/ 2 EA, HILTI KB II 12 -334 INSTALLED W/ MIN. EMBEDMENT OF 3' INTO CONCRETE SLAB (SUBSTITUTE - RAWL SPIKES OR ANCHORES) CONCRETE SLAB AS F REQUIRED ON PLAN r- 3' MIN. EMBED SEC T I ON S _ p N.T S. RIDGE FLASHING 'R' PANEL OUTSIDE CLOSURE 2 ROOF PANEL (TYP) METAL SHEAR WAf ' 014 x 3/4' TEKS • 12'0-G- - COVER W/ PROTECTIVE PLASTIC GAPS , NSULATION (SEE SECTION) (2) 012 TEKS AT 24' OTC. (TYP.) 4Zi6 GA. ROOF ZEE BEAM SECTION S_ p N.T.°v. 1 1/2' x 1 1/2' x 00418 PERIMETER ANGLE • PERIMETER OF SWEAR WALL PANEL. STIFFNER PLATE • TOP AND MID - HEIGHT - 18 ga. PIER SECTION _ N.T,5. PIER TOP PLATE 18 ga. HEADER • SIDEWALLS I6 ga. HEADER • ENDWALLS �- 18 ga. PIER SECTION _ 9 N.T.B. 18 ga. PIER U ILI f— U O O ANGLE WELDED TO 12 ga. PLATE 12 a. PLATE WELDED TO IN51DE FACE OF PIER STIFFENER I' x 13' TYP. (2 REQ'D.) I - 012 TEK8 EA. SIDE STIFFENER I' x 13' TYP. (2 REQ'D.) I - 012 TEKS EA. SIDE WELD BASE PLATE TO PIER PIER BASE PLATE SECURED TO CONCRETE BLAB W/ (2) 1/2' x 3 3/4' WEDGE ANCHORS ZEE BEAM Ju 06 Ju ?� 0-- "�' N f� O �� 'd N to ca 0 1 XMp0 z> �U r O w [If n ao -1 UOr-.. U� c L z -, L W a) o v O(n O .t 6- OUa_ U IL Certified By uJ 0 Q u", �a U-J UJ UA RU Vli U Revisions Drawn By Designed By Project No. Date BUIX