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HomeMy WebLinkAboutB16-0149_6S2-R_1478899578.pdfTYPICAL ROOF SHEATHING: 5/8" NOMINAL APA 40/20 RATED PLYWOOD SHEATHING FASTENED WITH 8d GUN NAILS @ 6" ALONG PANEL EDGES AND @ 8" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS 1 1 2 2 3 3 A B C A.1 B.1 C.1 1.1 1.1 2.1 2.1 3.1 3.1 4 4 11 7/8" LVL @ 24" 1T 1K 1T 1K (3) 2x12(4) 2x6 STUB (4) 2x6 1T 1K 1T 1K (3) 2x12 (4) 2x6 STUB 8:12 8:12 5 1/8" x 13 1/2 " GL 8:125 1/8" x 13 1/2 " GL 11 7/8" LVL @ 24" 11 7/8" LVL @ 24" 11 7/8" LVL @ 24" (4) 2x6 8:12 (2) 11 7/8" LVL(2) 11 7/8" LVL (2) 11 7/8" LVL(2) 11 7/8" LVL (2) 11 7/8" LVL (2) 11 7/8" LVL (2) 11 7/8" LVL (2) 11 7/8" LVL 1 S2-R ________ 1 S2-R ________ 2 S2-R ________ 2 S2-R ________ 2 S2-R ________ 2 S2-R ________ 3 S2-R ________ 3 S2-R ________ 3 S2-R ________ 3 S2-R ________ NORTH DROPPED GL RIDGE BEAM, SEE PLAN 5/8" ROOF SHEATHING ON LVL RAFTERS, SEE PLAN 3/4" PLYWOOD GUSSET W/ 0.131"Øx3" NAILS AS SHOWN SEAT CUT RAFTERS- DO NOT OVERCUT 2x12 BLOCKING GRID 5/8" ROOF SHEATHING ON LVL RAFTERS, SEE PLAN SEAT CUT RAFTERS- DO NOT OVERCUT 2x10 BLOCKING EXTERIOR 2x6 WALL, SEE PLAN NOTCH SHEATHING AROUND RAFTER TAILS H2.5 GRID 5/8" ROOF SHEATHING ON LVL RAFTERS, SEE PLAN EXTERIOR 2x6 WALL, SEE PLAN 2 1/4" (2) LVL RAFTER 11 7/8" LVL BRACING @ 24" L50 @ 24" TYPICAL EXTERIOR WALL FRAMING: 2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/16" CDX PLYWOOD, APA 24/16 EXTERIOR FACE; NAIL WALL SHEATHING WITH 8d GUN NAILS (0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" IN FIELD OF PANEL; BLOCK AND NAIL ALL EDGES BETWEEN STUDS. GRID 3/4" PLYWOOD SHEATHING ON 9 1/4" LVL RAFTERS, SEE PLAN SEE PLAN LVL BEAM, SEE PLAN EXTERIOR STUD WALL, SEE PLAN SOFFIT FRAMING BY CONTRACTOR SEE ARCH HANGER, SEE PLAN 5/8" ROOF SHEATHING ON LVL RAFTERS, SEE PLAN 2x10 BLOCKING NOTCH SHEATHING AROUND RAFTER TAILS H2.5 3/4" PLYWOOD SHEATHING ON 9 1/4" LVL RAFTERS, SEE PLAN SEE PLAN FLUSH LVL BEAM, SEE PLAN HANGER, SEE PLAN SEE PLAN FLUSH LVL BEAM, SEE PLAN HANGER, SEE PLAN GRID TIMBER COLUMN, SEE PLAN LOW ROOF FRAMING, SEE PLAN BEAM TO COLUMN CONNECTION, SEE 4/S1-R COUNTER BORE 3/4"Ø THRU BOLTS BEHIND LVL BEAM SHEET NUMBER 1309 ELKHORN DRIVE . VAIL . COLORADO. 81657 970.479.2158 # DATE DESCRIPTION ISSUE DATE REVISIONS DRAWN: REVIEWED: 4/8/2016 9:52:28 AM S2-R REDEVELOPMENT BOOTH CREEK PARK 2900 MANNS RANCH ROAD VAIL, COLORADO 100% CD 04/08/16 Author Checker JVA PROJECT #17831 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" UPPER ROOF FRAMING PLAN 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 1 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 2 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 3 • TOP OF DOUBLE TOP PLATE ELEVATION = 110'-0 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 4 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 5 0 6" 1' 2' 3' 3/4" 3/4" = 1'-0" S2-R SECTION 6 xx/xx/xx 4/08/2016 08/19/16