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HomeMy WebLinkAboutS4 - ROOF FRAMING PLAN.pdf3 4 5 6 6 A B C D E F G I 8.75x18 GL DF/DF 24FV4 6.75x12 6.75x12 GL DF/DF 24FV4 8.75x18 GL DF/DF 24FV4 6.75x12 8.75x18 GL DF/DF 24FV4 6.75x12 8.75x18 GL DF/DF 24FV4 8.75x18 GL DF/DF 24FV4 8.75x18 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6 S7 (6) 2x6 (6) 2x8 (5) 2x4 (2) 2x8 (6) 2x6 (6) 2x6 (6) 2x6 (6) 2x8 STUB (6) 2x8 (6) 2x8 HSS6X3X1/4 (6) 2x8 (6) 2x8 8.75x9 GL (5) 2x8 1T 4K 1T 1K (2) 2x8 (5) 2x8 (5) 2x8 (5) 2x8 (5) 2x8 (5) 2x8 STUB (5) 2x8 (5) 2x8 (5) 2x8 1T 3K 1T 2K (5) 2x8 1T 2K 1T 2K 1T 2K 1T 2K HSS5X5X1/4 1T 2K 1T 2K 2T 2K 2T 2K 2T 2K 2T 2K 2T 2K 2T 2K (6) 2x4 (6) 2x8 H E2 E.1 (4) 14" LVL 3K A.1 1.1 1.1 1.2 1.2 FAUX DIAGONAL TIMBER BRACE EACH SIDE OF RAFTER, SEE ARCH TYP. 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 UNIT A UNIT B 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 1T 1K 1T 1K 1T 1K 1T 1K (2) 9 1/2" LVL 1T 1K 1T 1K 1T 2K 1T 1K 1T 1K 1T 1K (2) 9 1/2" LVL 1T 1K 1T 1K (2) 9 1/2" LVL 1T 1K 1T 1K 1T 1K 1T 4K 6.75x12 GL DF/DF 24FV4 (2) 9 1/2" LVL (2) 2x8 8.75x18 GL DF/DF 24FV4 8.75x18 GL DF/DF 24FV4 (2) 2x8 (2) 9 1/2" LVL (2) 2x8 (5) 2x8 (2) 2x8 (3) 2x6 (3) 16" LVL (6) 2x6 (6) 2x6 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 1T 3K (2) 2x8 (2) 2x8 6.75x12 GL DF/DF 24FV4 (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL HSS5x5x1/4 (2) 9 1/2" LVL (2) 9 1/2" LVL (2) 9 1/2" LVL (5) 2x8 HSS5X5X1/4 HSS5X5X1/4 ADD CRIPPLE STUD ABOVE HEADER IN LINE WITH TRIMMER BELOW ADD CRIPPLE STUD ABOVE HEADER IN LINE WITH TRIMMER BELOW 1 S8 HSS5x5x1/4 5 S8 3 S8 4 S8 4 S8 12 S8 12 S8 12 S8 12 S8 12 S8 1 S8 12 S8 12 S8 13 S8 13 S8 13 S8 13 S8 13 S8 TYP 4' - 0" 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 5 S8 5 S8 FAUX DIAGONAL TIMBER BRACE EACH SIDE OF RAFTER, SEE ARCH TYP. (4) 11 7/8" LVL SLOPED (2) 9 1/2" LVL HEADER, SEE SECTION 11 S8 6 S8 SIM 6 S8 5 S8 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 2.5:12 7 S8 6 S8 6 S8 12 S7 2x10 PURLIN @ 24" TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP 2x10 PURLIN @ 24" TYP 2x10 PURLIN @ 24" TYP 2x10 PURLIN @ 24" TYP 2x10 PURLIN @ 24" TYP (4) 2x8 STUD PACK UNDER RAFTER, TYP 12 S7 2x12 LEDGER w/ (4) 0.131"Øx3" NAILS AT EACH STUD 4 S10 SW1 31' - 8 3/8" SW1 SW1 SW2 SW1 SW2 SW2 SW4 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW3 SW1 SW1 SW5 5 S10 SW4 SW1 SW4 (2) 2x10 SUBFACIA, TYP 4 S8 6 S8 (4) 2x8 STUD PACK UNDER RAFTER, TYP (2) 2x10 SUBFACIA, TYP (2) 2x10 SUBFACIA, TYP 1 S10 4 S8 3 S8 2 S8 5 S9 (2) 2x10 SUBFACIA, TYP 2 S8 3 S8 6x6 6x6 6x6 6x6 4 S8 CHIMNEY CONSTRUCTION, SEE SHEET S3 10 S9 11 S9 3 S10 3 S12 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 1 S12 2 S12 3' - 4" 12' - 5" 2' - 5 1/2" B1 B2 B3 B4 2' - 6" 4' - 5" - 5' - 6" 3' - 4" 1T 1K 1T 1K (2) 9 1/2" LVL 1T 1K 1T 1K (2) 9 1/2" LVL 3.1 TYPICAL ROOF SHEATHING: 5/8" NOMINAL APA 32/16 RATED 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 TYPICAL EXTERIOR WALL FRAMING: 2x8 DOUGLASS-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/8" CDX PLYWOOD OR OSB, 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. TYPICAL HEADER TO BE (3) 2x10 HF No. 2 ISSUE RECORD 1650 Fallridge Road, Suite C-1 Vail, Colorado 81657 f.(970) 476-4901 p.(970)476-6342 S4 ROOF FRAMING PLAN MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" ROOF FRAMING PLAN 05/05/15 1/13/15 CONSTRUCTION ASI #4 5/15/15 06/26/15