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HomeMy WebLinkAboutB17-0148_S-3_1501531080.pdfB SCALE: 3 4"=1'-0 S-3 SCALE: 3 4"=1'-0 A S-3 1'-0" 3'-0" #5 @ 12" o.c. 8x8 COLUMN SIMPSON CB88 BOARD FORM EXPOSED CONCRETE BEDROCK OUTCROP #4 TIES @ 12" (4) #8 BARS '5,//  ‘ +2/( ,1 %('52&. TO DEPTH OF 3'-0" EPOXY GROUT #8 BAR IN HOLE 20" FULL DEPTH FULL DEPTH 2'-0" 2'-0" #4 TIES @ 12" o.c. (4) #8 #5 U-BAR PLAN EXISTING FOUNDATION WALL INSERT (4) 2x6 STUD PACK IN EXIST. EXTERIOR WALL REPLACE PLYWOOD SHEATHING EXISTING SILL PLATE (1) SIMPSON A35 EACH EXTERIOR CORNER OF NEW STUD PACK REPLACE PLYWOOD SHEATHING AFTER COLUMN INSTALL NEW STUD PACK 8d NAILS @ 6" o.c. EXISTING STUD WALL 4x12 H.F. STRINGER REINFORCED w/ 1/4" x10" STEEL PLATE 1" BAR GRATE STEEL TREADS 8x12 BEAM SIMPSON ECCQ88 8x8 COLUMN 6x6 GUARDRAIL POST NOTCH AS REQUIRED AT STRINGER INTERFACE 1/4" STEEL PLATE STRINGER BAR GRATE TREAD L3x3x1/4 x 0'-9" WELD TO STL PL STRINGER w/ 3/16" FILLET WELD (3) 1/2" DIA. THRU-BOLTS PRE-DRILL HOLES FOR TIMBERLOK SCREWS 3" 5" 6" 5" 1" STL BAR GRATE 8x8 COLUMN, EXTEND TO UPPER DECK BEAM TYPICAL 4x12 REINFORCED STRINGER L3x3x1/4 x0'-6" WELD TO STRINGER w/ 3/16" FILLET WELD EXISTING CONCRETE PATIO 5/8" DIA x4" EXPANSION ANCHOR 4x12 8x8 COLUMN 8x12 BEAM L 2x2x1/4 x10" 1/4 UPPER DECK EXTENSION SIMPSON CCQ88 C SCALE: 3 4"=1'-0 S-3 D SCALE: 3 4"=1'-0 S-3 GUARDRAIL (4) TLOK06 SCREWS THROUGH PLATE INTO COLUMN SCALE: 3 4"=1'-0 A S-3 #3 TIES @ 12" o.c. 8x8 COLUMN SIMPSON ABU88  ‘ 78%( )250 GRADE ALTERNATIVE 6" MIN. 2" CLR. 3" CLR. 4'-0" MIN. 1'-0" (3) #5 VERT's w/ 8" HOOK BANK-POUR FTG 2' x 2' x 1' THICK w/ (3) #5's EA. WAY NATIVE SOIL OR COMPACTED FILL EXCAVATION COMPACTED BACKFILL 5 8 ‘ (;3$16,21 $1&+25 NOTE: BANK-POUR FOOTING CAN BE 68%67,787(' Z  ‘ %,*)227 FORM. 2'-0" SQUARE NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 17116 S-3 SUNDECK EXTENSION DETAILS C 07.20.17 ISSUED FOR PERMIT--ALTERNATIVE SUNDECK FOUNDATION DETAIL (DETAIL A) 95 FOREST ROAD TOWN OF VAIL, CO PITKIN RESIDENCE 7.21.17 07/31/17