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HomeMy WebLinkAboutRevised Rafter Connection 01.03.201703100-P-01 #4 @ NOSE SEE PLAN FOR SLAB & REINF 2- #4 X CONT 30" #4 DOWELS - @ 16" O.C. TYP. 6" STEEL _COLU MN @ 1 1/2"= 1'-0" EXISTING FOUNDATION NOTE: SEE ARCH. FOR FLASHING AND WATERPROOFING NOTE: 10d @ 12" O.C. @ FIELD PLYWOOD TO RAFTER EXISTING 6" STEEL STUD WALL (V.I.F.) 10d @ 6" O.C. @ PLYWOOD EDGES 4X12 BLOCKING W/(3)SDS25600 SCREWS @ 16" O.C. (EA. BLOCK) 4X (OR F.T. 11 7/8" ML) BLOCKING W/(3)#10 SCREWS @ EA. END RAFTER PER PLAN --1/2" F.T. PLYWD. SHTG. W/#1 X1 1/2" SCREWS @ 6" O.C. EXIST. 3 1/2" CONC. SLAB (V .F.) EXC€ TIMBER BEA © 1 1/2"= 1'-0" NOTE: ATTACH EACH 3X6 BLOCK W/(2)SDS25800 SCREWS, TYP. NOTE: ATTACH EACH 3X6 RAFTER W/(1)SDS25800 SCREWS, TYP. s PPROVED 1 ,'_1B,9ECT TO NOTED PTIONS & INSPECTIONS .A' FIELD COUNTY CU L%pt . giENT E3, DAT; (3) 6 X 16 GA. STEEL STUDS. BELOW EACH PROPOSED RAFTER- SOLID BLOCK INTO EXIST. STUDS 1/2" FIRE TREATED PLYWOOD N(, SOLID GROUT DECK @ EX TING Ti CONCRETE VOID EXIST. STEEL BEAM 6. SF. PLANS .iti: i age RAFTER/LEDGER CONN. @ 3/4"= 1'-0" gE\IV5E,Z, rr 't4 06092-13 @ 1 1/2"= 1'-0" CANER-►�S