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HomeMy WebLinkAbout4110S502.pdfPROVIDE CONT. 5 1/4" DEEP SOLID BLOCKING TIGHT BETWEEN TRUSS BEARING ELEV. T/STUD (SEE ARCH. DWGS.) CONT. 2x6 SILL ELEV. TRUSS BRG. CONT. 7/16" OSB SHEATHING (SEE PLAN) 2x6 WOOD STUDS @ 16" O.C. CONT. DBL. 2x6 CAP PLATE S502 6 3/4" = 1'-0" SECTION 41 1 0 S 5 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 -- STRUCTURAL SECTIONS & DETAILS 03/03/15 TFB S502 S502 7 3/4" = 1'-0" SECTION S502 9 3/4" = 1'-0" SECTION S502 10 3/4" = 1'-0" SECTION (SEE PLAN) ELEV. T/STEEL 3/4" ROOF SHEATHING 1 (SEE PLAN) OPEN WEB WOOD TRUSS (SEE PLAN) OPEN WEB WOOD TRUSS (SEE PLAN) STEEL BEAM FASTEN TO BEAM DOUBLE 2x8 NAILER W/ 1/2" DIA. A307 BOLTS @ 24" O.C. (STAGGERED) R E D - H S E R I E S 5 3 / 4 " NOTE: REFER TO TRUSS SHOP DWGS. FOR BRACING REQUIREMENTS. (SEE PLAN) ELEV. TRUSS BRG. CONT. DBL. 2x6 TRUSS BRIDGING BY TRUSS PROVIDER 4" MASONRY VENEER (SEE ARCH. DWGS.) (EXTEND TO WALL, TYP.) CONT. 2x6 SILL 2x6 WOOD STUDS @ 16" O.C. 5/8" WALL SHEATHING CAP PLATE ELEV. T/STUD (SEE ARCH. DWGS.) C WALLL OPEN WEB WOOD TRUSSES (SEE PLAN) 9" @ 16" O.C. 2x6 WOOD STUDS CONT. 7/16" OSB SHEATHING CAP PLATE CONT. DBL. 2x6 S502 8 3/4" = 1'-0" SECTION 3/18/15 5/8" ROOF SHEATHING 2x6 ROOF KICKER @ 16" O.C. 3/4" ROOF SHEATHING 2x8 WOOD BLOCKING 2x6 WOOD STUDS @ 16" O.C. 5/8" WALL CONT. 2x6 (SEE PLAN) SHEATHING W/ (3) 3/8" DIA. LAG SCREWS @ 48" O.C. BETWEEN TRUSS BEARING POINTS 2x8 CONT. WOOD BLOCKING (SEE PLAN) 2x8 WOOD LEDGER ATTACH TO EACH LOAD TRANSFER BLOCK W/ (4) 16d NAILS 2x4 LOAD TRANSFER BLOCK (REFER TO TRUSS SHOP DWGS. FOR ADDITIONAL INFORMATION) OPEN WEB WOOD TRUSS C BLOCKINGL 5'-0" CAP PLATE CONT. DBL. 2x6 C WALLL 9" 2X4 STARTER STRUT BY GC AND CONNECTION HARDWARE BY TRUSS PROVIDER 2x8 WOOD BLOCKING 3/4" ROOF SHEATHING (SEE PLAN) 5/8" ROOF SHEATHING 2x6 ROOF KICKER @ 16" O.C. C BLOCKINGL 5'-0" CONT. 2x6 CAP PLATE CONT. DBL. 2x6 PROVIDE CONT. 5 1/4" DEEP SOLID BLOCKING TIGHT BETWEEN TRUSS BEARING ELEV. T/STUD (SEE ARCH. DWGS.) 5/8" ROOF SHEATHING 2x6 ROOF KICKER @ 16" O.C. 3/4" ROOF SHEATHING 2x8 WOOD BLOCKING CONT. 2x6 SILL 2x6 WOOD STUDS @ 16" O.C. 5/8" WALL CONT. 2x6 (SEE PLAN) C WALLL SHEATHING PSL BEAM ELEV. TRUSS BRG. (SEE PLAN) CONT. 7/16" OSB SHEATHING (SEE PLAN) @ 16" O.C. W/ (3) 3/8" DIA. LAG SCREWS @ 48" O.C. BETWEEN TRUSS BEARING POINTS 2x8 CONT. WOOD BLOCKING 2x6 WOOD STUDS (SEE PLAN) 2x8 WOOD LEDGER ATTACH TO EACH LOAD TRANSFER BLOCK W/ (4) 16d NAILS 2x4 LOAD TRANSFER BLOCK (REFER TO TRUSS SHOP DWGS. FOR ADDITIONAL INFORMATION) 4" MASONRY VENEER (SEE ARCH. DWGS.) 9" OPEN WEB WOOD TRUSS STEEL LINTEL (SEE SCHEDULE) C BLOCKINGL 5'-0" STEEL COLUMN (SEE SCHEDULE) PROVIDE CONT. 5 1/4" TIGHT BETWEEN TRUSS BEARING ELEV. T/STUD ELEV. TRUSS BRG. CONT. 7/16" OSB SHEATHING (SEE PLAN) 2x6 WOOD STUDS @ 16" O.C. CONT. DBL. 2x6 CAP PLATE 5/8" ROOF SHEATHING 2x6 ROOF KICKER BEYOND 3/4" ROOF SHEATHING 2x6 WOOD STUDS @ 16" O.C. 5/8" WALL SHEATHING (SEE PLAN) OPEN WEB WOOD TRUSS CAP PLATE CONT. DBL. 2x6 C WALLL 9" BEYOND (2) 2x6 WOOD STUDS @ TRUSS BRG. AT PARAPET BLOCK OUT (3) 2x8 HEADER (EACH SIDE OF HEADER) DEEP SOLID BLOCKING