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S3 - UPPER LEVEL FRAMING PLAN.pdf
124356A.1BCDEFGHA1.13.21.2E.1E.2D.2D.13.11134566ABCDEFGI2STAIRS BYCONTRACTORSTAIRS BYCONTRACTORHSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS8X8X5/8HSS8X8X5/8(4) 2x8(4) 2x8HSS8X8X5/83:123:123:12TRUSS T112X188157' - 8 1/2"8157' - 8 1/2"8157' - 8 1/2"12X188x18 (HIGH)AAAAAAAAA16" Red-I90H @ 16"16" Red-I90H @ 16"16" Red-I90H @ 16"BEARING WALL16" Red-I90H @ 16"16" LVL @ 16"(2) 16" LVL3S95S84S88S8(2) 16" LVL8157'-0"8157'-0"(2) 16" LVL(2) 16" LVLRF1RF3RF2BF111 7/8" LVL @ 12"11 7/8" LVL @ 12"11 7/8" LVL @ 12"(3) 14" LVL12S814" RED-I90H @ 16"10S811 7/8" LVL @ 16"AHSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4HSS4X4X1/4(2) 16" LVL2T2K(5) 2x8AA2T2K1T1KA2T1KA2T2KW18X46W18X46AAHSS4X4X1/4(5) 2x8 STUBHSS4X4X1/4HSS4X4X1/4HSS4X4X1/42T2K2T2K(5) 2x8(5) 2x81T1K1T1K3T2KHSS4X4X1/4A2T2K2T2KW 8x31W8x31 (LOW)(3) 14" LVL(3) 2x10W8x31W8x31W8x31HSS5X5X1/4AHSS5X5X1/4A1S101T1K1T1K2T1K2T1KHSS4X4X1/4(5) 2x86x6A6x6AHUCQ HANGER2S10HHUCQ HANGERHSS4X4X1/4HSS4X4X1/4(5) 2x8AAAA2.8E2E3E38x18 (HIGH)8x18 (HIGH)(5) 2x84S10E.13S10(2) 16" LVLOPEN TO BELOWHSS4X4X1/4HSS4X4X1/4HSS4X4X1/4A(3) 2x10(3) 11 7/8" LVLHUCQ HANGERAW8x48HSS4X4X1/4AA(3) 11 7/8" LVL(5) 2x8 STUBA.1E.21.11.11.21.2A(2) 16" LVL(2) 16" LVL(2) 16" LVL(2) 16" LVL(2) 16" LVL14" RED-I90H @ 16"1S716" Red-I90H BLKG(5) 2x8SW1SW3 SW2SW210 @ 24" = 20'-0"TRUSS T27 @ 24" = 14'-0"TRUSS T34 @ 24" = 8'-0"TRUSS T47 @ 24" = 14'-0"4x12 STRUCTURAL FASCIADIAGONAL TIMBER BRACE8' - 0"8x12(2) 16" LVL(5) 2x8(3) 16" LVLHSS4X4X1/4A(3) 2x10(3) 2x10(3) 2x10(3) 2x10(3) 2x10HUC HANGERHSS12X4X1/28159' - 1 7/8"8161' - 5 7/8"HSS14X4X1/2 (HIGH)(5) 2x8AAAAAAAAAAAAW14X48[ 8157' - 6 1/4" ]W14X22[ 8157' - 6 1/4" ]W14X30[ 8157' - 6 1/4" ][ 8157' - 6 1/4" ]W14X22W14X48[ 8157' - 6 1/4" ][ 8157' - 6 1/4" ]W14X48W 14X22 [ 8157 ' - 6 1/4" ]W14X22[ 8157' - 6 1/4" ]W14X22[ 8157' - 6 1/4" ]W14X74[ 8157' - 6 1/4" ]W14X22[ 8157' - 6 1/4" ]W14X22[ 8157' - 6 1/4" ]W18X46[ 8156' - 2 1/2" ][8157'-7 3/4"][8157'-7 3/4"][8157'-7 3/4"]W14X68[ 8157' - 6 1/4" ][8157'-2 1/4"]W12X87[ 8156' - 9 3/4" ]W14X68[ 8157' - 6 1/4" ]W14X68[ 8157' - 6 1/4" ]W14X68[ 8157' - 6 1/4" ]W14X68[ 8157' - 6 1/4" ]W14X22[ 8157' - 7 3/4" ]W14X22[ 8157' - 7 3/4" ]W14X48[ 8157' - 6 1/4" ]1S111S11HSS5X5X1/4HSS5X5X1/4W14X38[ 8157' - 7 3/4" ]HSS4X4X1/4HUS1.81/10 TYP11S811S811 7/8" LV L @ 12 "SIM10S8SIM1 6"" LVL @ 12"11 7-8" BLOCKING11 7-8" BLOCKINGHUS1.81/10 TYP8157' - 8 1/2"8157' - 4 3/8"8157' - 8 1/2"8157' - 4 3/8"8157' - 4 3/8"2S113S11SW1SW1SW1SW1SW1 SW1SW1SW16' - 4"SW1SW1SW1 SW3SW1SW116" Red-I90H BLKG(2) SIMPSON MSTC78CENTER STRAP AT END OF STLTYPICAL ROOF SHEATHING:5/8" NOMINAL APA 32/16 RATED SHEATHING FASTENEDWITH 8d GUN NAILS @ 6" ALONG PANEL EDGES AND @ 8"ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELSPERPENDICULAR TO FRAMING MEMBERS AND STAGGERPANEL JOINTSTYPICAL 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 EDGES BETWEENSTUDS. TYPICAL HEADER TO BE (3) 2x10 HF No. 2ISSUE RECORD1650 Fallridge Road, Suite C-1Vail, Colorado 81657f.(970) 476-4901 p.(970)476-6342182 West Meadow DriveVail, CO 81657S3UPPER LEVELFRAMING PLANPIETRINI RESIDENCE1704009/05/14PERMIT02'4'8'12'3/16" 3/16" = 1'-0"UPPER LEVEL FRAMING PLAN09/05/14