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HomeMy WebLinkAbout4110S202.pdfBUILDING SECTION NOTE: MAINTAIN BOTTOM CHORD OF JOIST @ 10'-6" ABOVE FINISHED FLOOR. SLOPE TOP CHORD OF JOIST AS NOTED. S202 B 1/8" = 1'-0" BUILDING SECTION NOTE: MAINTAIN BOTTOM CHORD OF JOIST @ 10'-6" ABOVE FINISHED FLOOR. SLOPE TOP CHORD OF JOIST AS NOTED. S202 A 1/8" = 1'-0" 1 1 39'-9"42'-9" 28'-9"39'-9" ELEV. T/ STEEL = 113'-1 1/4" ELEV. T/ STEEL = 113'-1 1/4" WOOD ROOF TRUSS WOOD ROOF TRUSS WOOD ROOF TRUSS WOOD ROOF TRUSS WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL WOOD STUD WALL C WALLL C WALLL 2' - 6 " 10 ' - 6 " ELEV. TRUSS BRG. = 112'-6 1/4" ELEV. T/ WALL (SEE ARCH. DWGS.) 10 ' - 6 " ELEV. TRUSS BRG. = 114'-0" 3' - 1 1 3 / 4 " 10 ' - 6 " 3 ' - 4 " 10 ' - 6 " 3 ' - 4 " 2' - 6 " 10 ' - 6 " ELEV. TRUSS BRG. = 112'-6 1/4" ELEV. T/ WALL (SEE ARCH. DWGS.) 10 ' - 6 " ELEV. TRUSS BRG. = 114'-3 3/4" 4' - 3 1 / 2 " ELEV. TRUSS BRG. = 113'-4 1/4" ELEV. TRUSS BRG. = 113'-4 1/4" 3 2 BOTTOM OF TRUSS ELEVATION BOTTOM OF TRUSS ELEVATION S502 2 S502 10 S502 6 S502 6 S502 10 S501 1 41 1 0 S 2 0 2 . d w g MA R C H 1 7 , 2 0 1 5 4110 ISSUED FOR 50 % ISSUED FOR REDLINE REVIEW RECORD DRAWINGS ISSUED FOR PERMIT KICK OFF MEETING FINAL APPROVED PLAN ISSUED FOR BID GETGO, LLC. -- KAB 3550 THE BRIDGES CARMEL, INDIANA 03/03/15 02/25/15 03/03/15 -- 01/23/15 -- 03/03/15 TFB S202 HIGH ROOF FRAMING PLAN AND BUILDING SECTIONS SEE PLAN STEEL BEAM (SEE PLAN) S202 1 3/4" = 1'-0" SECTION (SEE PLAN) TYPICAL BEAM-TO-BEAM MOMENT CONNECTIONS SCALE: NO SCALE (SEE PLAN) STEEL BEAM (PER GENERAL NOTES) SHEAR CONNECTION (SEE PLAN) STEEL BEAM TYP. SHEAR CONNECTION (PER GENERAL NOTES) STEEL BEAM (SEE PLAN) STEEL BEAM TYP. LT. GA. MTL. JOISTS (SEE PLAN) LT. GA. MTL. HANGER (TYPICAL) STEEL CHANNEL (SEE PLAN) WALL CLADDING (SEE ARCH. DWGS.) CONT. 7/16" OSB SHEATHING 2x4 WOOD STUDS (SEE ARCH. DWGS.) PSL BEAM (SEE PLAN) ELEV. B/ STUD (SEE ARCH. DWGS.) SOFFIT FRAMING (SEE ARCH. DWGS.) 3/4" ROOF SHEATHING 3 2 PLAN NOTES: SCALE: 3/16" = 1'-0" HIGH ROOF FRAMING PLAN 3/4" TONGUE AND GROOVE APA RATED ROOF1. 3 E Q . S P A . = 1 4 ' - 0 " 2 EQ. SPA. = 13'-2" SHEATHING. ELEVATION TOP-OF-STEEL BEAM = 124'-6" UNLESS NOTED + OR - (FROM ELEVATION 124'-6") ON PLAN. 2. INDICATES FIELD WELDED FULL MOMENT CONNECTION. REFER TO TYPICAL DETAILS ON 3. THIS DRAWING FOR ADDITIONAL INFORMATION. NO T E 1 C8x11.5 C8x11.5 C8x11.5 C8x11.5 C8 x 1 1 . 5 W8X15 W8X15 2'-0"2'-5" 2' - 0 " 1 ' - 8 1 / 8 " C8 x 1 1 . 5 W8 X 1 5 W8 X 1 5 W8 X 1 5 S202 1S202 3 S202 2 NOTE 4NOTE 4 S202 4 C8x11.5C8x11.5 S202 5 8", 18 GAGE (800S162-43) LIGHT GAGE METAL STUDS SPACED AT 24 INCHES ON CENTER. 4. SEE PLAN STEEL BEAMS (SEE PLAN) S202 5 3/4" = 1'-0" SECTION STEEL CHANNEL (SEE PLAN) WALL CLADDING (SEE ARCH. DWGS.) CONT. 7/16" OSB SHEATHING 2x4 WOOD STUDS (SEE ARCH. DWGS.) STEEL COLUMN W/ 3/4" CAP PLATE 2x6 WOOD STUDS @ 16" O.C. (SEE SCHEDULE) 3/4" ROOF SHEATHING S202 2 3/4" = 1'-0" SECTION SEE PLAN TYP. STEEL BEAM (SEE PLAN) SEE PLAN TYP. S202 3 3/4" = 1'-0" SECTION S202 4 3/4" = 1'-0" SECTION SEE PLAN STEEL BEAM (SEE PLAN) WALL FINISH (SEE ARCH. DWGS.) 3/4" ROOF SHEATHING STEEL CHANNEL (SEE PLAN) TRUSS BRIDGING BY TRUSS PROVIDER OPEN WEB WOOD TRUSS (SEE PLAN) (EXTEND TO WALL, TYP.) ELEV. T/STUD (SEE ARCH. DWGS.) 2X4 STARTER STRUT BY GC AND CONNECTION HARDWARE BY TRUSS PROVIDER ELEV. T/LEDGER SLOPE @ 32" O.C. W/ (3) 3/8" DIA. LAG SCREWS CONT. 2x8 WOOD LEDGER TO MATCH ELEV. T/TRUSS 3/4" ROOF SHEATHING 2x6 WOOD STUDS @ 16" O.C. WALL CLADDING (SEE ARCH. DWGS.) CONT. 7/16" OSB SHEATHING STEEL CHANNEL (SEE PLAN) STEEL CHANNEL (SEE PLAN) LT. GA. MTL. JOISTS (SEE PLAN) LT. GA. MTL. JOISTS (SEE PLAN) LT. GA. MTL. HANGER (TYPICAL)WALL FINISH (SEE ARCH. DWGS.) OPEN WEB WOOD TRUSS (SEE PLAN) ELEV. TRUSS BRG. 2x6 WOOD STUDS @ 16" O.C. CONT. 7/16" OSB SHEATHING CONT. 2x6 SILL FASTEN TO SHEATHING W/ (2) #12 x 0'-6" LONG (SEE PLAN) SCREWS AT EACH STUD STORE FRONT CONSTRUCTION (SEE ARCH. DWGS.) ELEV. T/STUD (SEE ARCH. DWGS.) 3/4" ROOF SHEATHING PSL BEAM (SEE PLAN) STORE FRONT CONSTRUCTION (SEE ARCH. DWGS.) 3 SOFFIT FRAMING (SEE ARCH. DWGS.) 2 2x4 WOOD STUDS (SEE ARCH. DWGS.) WALL CLADDING (SEE ARCH. DWGS.) 2x6 WOOD STUDS @ 16" O.C. CONT. 7/16" OSB SHEATHING 2x4 WOOD STUDS (SEE ARCH. DWGS.) WALL CLADDING (SEE ARCH. DWGS.) WOOD HEADER (SEE SCHEDULE) 2x4 WOOD STUDS (SEE ARCH. DWGS.) PSL BEAM (SEE PLAN) ELEV. B/ STUD (SEE ARCH. DWGS.) 3/4" ROOF SHEATHING 3/4" ROOF SHEATHING 3/18/15 C8x11.5C8x11.5