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HomeMy WebLinkAboutS-2 Main Level Framing Plan1 1 2 2 3 3 A A B B C C D D E E F F G G H H I I J J K K L L 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 16' - 6" 11' - 6" 32' - 4" 4' - 10" 151' - 6" 5' - 9" 5' - 9" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 5" 2' - 5" 1' - 6" 3' - 0" 2' - 2" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 9" 6' - 0" 2' - 9" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7" 2' - 5" 1' - 6" 3' - 0" 2' - 0" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7" 2' - 5" 1' - 6" 3' - 0" 2' - 0" 5' - 5" 5' - 8" 1' - 8" 3' - 0" 0' - 9" 2' - 7 1/2" 6' - 3 1/4" 2' - 7 1/2" 2' - 2" 4' - 6" 11' - 3" 0' - 5 1/2" 6' - 0" 0' - 5 1/2" 0' - 6" 4' - 6" 2' - 6" 0' - 4" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 15' - 1" 0' - 4" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 3' - 6" 4' - 6" 3' - 6" EQ EQ EQ EQ 1' - 10 1/2" 4' - 6" 3' - 9" 4' - 6" 1' - 10 1/2" 2' - 2" 4' - 6" 20' - 7" 2' - 11" 2' - 2" 2 1 3 4 5 6 7 8 9 10 11 12 13 15 16 18 19 21 22 24 43 44 45 46 47 48 49 50 51 52 53 10' - 9 1/2" 0' - 3 1/2" 12' - 1" 0' - 4 3/4" 8' - 2 1/2" 3' - 11" 0' - 3 1/2" 6' - 9 3/4" 8' - 3" 0' - 3 1/2" 4' - 7" 0' - 3 1/2" 5' - 1 1/2" 0' - 3 1/2" 12' - 11" 13' - 3" 0' - 3 1/2" 5' - 1" 0' - 3 1/2" 2' - 1 1/2" 0' - 4 1/4" 10' - 4 1/4" 10' - 5" 0' - 3 1/2" 3' - 0" 0' - 3 1/2" 2' - 1 1/2" 7' - 11" 0' - 3 1/2" 7' - 11" 2' - 9" 6' - 0" 2' - 9" 11' - 1 1/4" 0' - 3 1/2" 7' - 6 1/2" 0' - 3 1/2" 2' - 4" 0' - 3 1/2" 9' - 10 3/4"4' - 0" 11 78" BCI 5000-1.7 @ 16" o.c. (TYPICAL 11'6" BAY) (2)-1178" LVL B S-5 S-5 S-5 C F D S-5 S-5 A E S-5 11 78" BCI 5000-1.7 @ 16" o.c. (TYPICAL 16'6" BAY) (2)-1178" LVL (2)-11 78" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL (2)-1178" LVL 4x6 COL DN 4x4 COL UP TYP. 4x6 COL DN TYP. 4x6 COL DN TYP. CRWL SPC HATCH TYP. CRWL SPC HATCH TYP. DTL 1- THIS SHT G S-5 11 7 8" LVL 11 7 8" LVL 3/16" = 1'-0" FIRST FLOOR FRAMING PLAN PLAN NOTES: 1. FLOOR SHEATHING SHALL BE 3 4" STURDI-FLOOR. 2. FLOOR JOISTS SHALL BE 11 78" BCI 5000-1.7 SPACED AT 16" O.C. AND SUPPORTED BY NEW LVL BEAMS LOCATED AT EACH PARTY WALL. 3. INTERIOR STRUCTURAL COLUMNS SHALL BE 4x4 D.F. No. 2 FROM MAIN LEVEL UP AND 4x6 D.F. No. 2 FROM FOOTING TO MAIN LEVEL BEAM. 4. "LVL" AND "VL"INDICATES: LAMINATED VENEER LUMBER BEAM AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATIVES SHALL HAVE THE SAME OR GREATER CAPACITIES AS THOSE LISTED IN THE "STRUCTURAL GENERAL NOTES". 5. STUDS LONGER THAN 14'-0" SHALL BE REPLACED WITH 11 2"x51 2" VERSA STUDS AS MANUFACTURED BY BOISE CASCADE CORPORATION. SCALE: 3 4"=1'-0 1 - TYPICAL CRAWL SPACE HATCH FRAMING - PLAN 15031 S-2 MAIN LEVEL FRAMING PLAN 3 1.25.16 REVISED FOUNDATION PLAN, ADDED FIRE SPRINKLER RISER ROOM TOWN OF VAIL, CO MATTERHORN INN NO. ISSUE PROJECT: JOB NO. SHEET NO. JURISDICTION: 1/26/16 06/15/16