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HomeMy WebLinkAboutS2 - MAIN LEVEL FRAMING PLAN.pdf1134566ABCDEFGI2STAIRS BYCONTRACTORSTAIRS BYCONTRACTORAAAAAAAA8145' - 6 1/2"8144' - 6 1/2"8145' - 6 1/2"AAA16" Red-I90H A 16"16" Red-I90H A 16"16" Red-I90H A 16"BEARING WALLBEARING WALL8142' - 6 1/2"16" Red-I90H A 16"16" Red-I90H A 16"16" Red-I90H @ 16"16" Red-I90H @ 16"6S8HSS4X4X1/4HSS4X4X1/4AHSS4X4X1/48145' - 5"6S87S89S88145' - 5"1S82S8(2) 16" LVL(3) 16" LVL(2) 16" LVL12S83S8(2) LVL14" RED-I90H @ 16"(2) LVL8145' - 1 1/4"(2) 16" LVL16" LVL16" LVL(2) 16" LVL(2) 16" LVL8145' - 8"8145' - 8"5S66S66S61S52S52S61S53S51S51S55S64S61S67S62S71S6HSS4X4X1/4(3) 2x6(3) 2x6(3) 2x6(3) 2x6(3) 2x6BEAM POCKET,SEE S1BEAM POCKET,SEE S1BEAM POCKET,SEE S1H2.8E2E3E3E.1HSS4X4X1/4AHSS4X4X1/4A6 1/4"BEAM POCKET,SEE S1BEAM POCKET,SEE S1BEAM POCKET,SEE S1BEAM POCKET,SEE S1BEAM POCKET,SEE S1BEAM POCKET,SEE S1A(4) 2x6BEAM POCKET,SEE S1BEAM POCKET,SEE S1A.11.11.21S7AA(2) 2x6(2) 2x6HSS4X4X1/4BEAM POCKET,SEE S1BEAM POCKET,SEE S1AHSS4X4X1/4AAABEAM POCKET,SEE S1BEAM POCKET,SEE S1(2) 16" LVLAAAAAAAAAAAAW10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12W10X12W12X72[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W14X34[ 8144' - 9 1/2" ]W12X40[ 8145' - 6 1/2" ]W12X72[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W10X12[ 8144' - 9 1/2" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]8145' - 8"8144' - 6"8144' - 9 1/2"BEAM POCKET, SEE S1BEAM POCKET, SEE S1BEAM POCKET, SEE S1BEAM POCKET,SEE S1W14X22[ 8144' - 5 3/4" ]W14X22[ 8144' - 5 3/4" ]W14X22[ 8144' - 5 3/4" ]W14X22[ 8144' - 5 3/4" ]W14X34[ 8145' - 4 1/4" ]W14X34[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8142' - 5 3/4" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]W14X22[ 8145' - 4 1/4" ]HSS5X5X1/4[ 8150' - 11 3/4" ]HSS5X5X1/4[8150'-11 3/4"]8145'-6 1/2"8145'-6 1/2"8144'-6 1/2"8144'-6 1/2"TYPICAL FLOOR SHEATHING:3/4" NOMINAL STURD-I-FLOOR, APA RATED 24" OC TONGUE &GROOVE SHEATHING GLUED AND NAILED WITH 8d GUN NAILS@ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATEFRAMING MEMBERS. LAY PANELS PERPENDICULAR TOFRAMING MEMBERS AND STAGGER PANEL JOINTSTYPICAL EXTERIOR WALL FRAMING:2x8 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHEDWITH 7/8" CDX PLYWOOD OR OSB, APA 24/16 EXTERIORFACE; NAIL WALL SHEATHING WITH 8d GUN NAILS(0.113"Ø x 2 3/8") @ 6" AT PANEL EDGES AND @ 12" INFIELD OF PANEL; BLOCK AND NAIL ALL EDGESBETWEEN STUDS. TYPICAL HEADER TO BE (3) 2x10 HFNo. 2INDICATES FLOOR OVERFRAMING ON PRIMARY FLOORSHEATHING.TYPICAL GARAGE SLAB SLAB CONSTRUCTION:3" CONCRETE TOPPING SLAB REINFORCED w/ 3x3-W2xW2WWF SHEETS AT MID-DEPTH ON NORMAL WEIGHTCONCRETE SLAB REINFORED w/ #5 @ 12" EACH WAY ON 3"CHAIRS FROM BOTTOM OF FLUTE ON 1" x 20 GA NONCOMPOSITE GALVANIED STEEL DECK (VULCRAFT TYPE1.0C20) w/ 5/8" PUDDLE WELDS @ 12" (36/4) & FASTENSIDELAPS w/ # 10 SDST SCREWS @ 16". INSTALL DECKOVER THREE OR MORE SPANS.ISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-6342182 West Meadow DriveVail, CO 81657S2MAIN LEVELFRAMING PLANPIETRINI RESIDENCE1704009/05/14PERMIT02'4'8'12'3/16" 3/16" = 1'-0"MAIN LEVEL FRAMING PLAN09/05/14