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HomeMy WebLinkAboutB15-0238_S2_1438098840.pdf(E) 11 7/8" TJI/ PRO 250 2x10 @ 16" 2x10 @ 16" (E) W10X45 (E) 5.125x18 (E) W16X40 (E) 5 1/8 x10 1/2 GL GL GL (E) W10X45 STAIRS 11 7/8" TJI/ PRO 250 1 3/4 x 11 7/8 LVL 1 3/4 x 11 7/8 LVL 6x10 11 7/8" TJI 210 @ 16" 6x6 6x6 6x6 6x6 (4) 2x6 2T 2K 2T 2K 3T 2K (E) 2x10 @ 16" 11 7/8" TJI 210 @ 16" 2T 1K 2T 1K PT 2x8 @ 16" PT 2x8 @ 16" 6x14 6x14 LUS28, TYP 2x8 LEDGER w/ (2) LEDGER LOK LL358 BETWEEN EACH JOIST, STAGGREED INTO RIM HUC610 (3) 9 1/2" LVL 3T 2K (3) 9 1/2" LVL (3) 2x10 1T 1K 1T 1K (4) 2x4 (4) 2x6 LUS28, TYP (3) 9 1/2" LVL (3) 11 7/8" LVL 6x14 (3) 11 7/8" LVL (4) 2x6 STUB (3) 9 1/2" LVL 2T 1K 2T 1K 1T 2K 1T 2K (3) 2x10 2T 1K 2T 1K (3) 9 1/2" LVL IUS1.81/11.88, TYP IUS2.06/11.88, TYP (4) 2x6 (4) 2x4 13 S3 13 S3 SIM 10 S3 S1 S1 S2 S3 S4 S5 S5 S6 S7 S7 S8 S8 S9 S9 S10 S11 S12 S13 S13 S3.9 8096'-7 3/4" 8096'-7 3/4" CONNECT STEEL COLUMN TO STUDPACK w/ (2) 3/4"Ø THRU BOLTS A (4) 2x6 MITER BEAMS OVER COLUMN (4) 2x6 A A C A 9 S3 9 S3 LOCATION JOIST UNDER K/T ABOVE A A 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: 2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/16" 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 (E) 6x6 (E) (2) 2x4 (E) (2) 2x4 GL (E) 5.125x18 (E) 5.125x12 (E) 2x12 @ 24" (E) PE TRUSSES @ 24" (E) (4) 2x6 (E) 5.125x13.5 GL GL 8x12 2x12 @ 24" 4 S4 3 S4 2x12 LEDGER w/ (3) 0.131"Ø NAILS INTO EACH STUD (5) 2x6 STUB (3) 2x6 STUB (3) 2x6 STUB 6 3/4x 21 GL 24F-V8 (TWO SPAN) B/O GL = B/O (E) TRUSS (3) 2x10 (3) 2x10 1T 1K 1T 1K 1T 1K 1T 1K 2T 5K 2T 5K (4) 2x6 (4) 2x6 HSS3-1/2X3-1/2X5/16 (3) 2x10 1T 1K 1T 4K 2x12 OUTLOOKERS w/ (3) 0.131"Ø END NAILS INTO FIRST RAFTER, TYP 2x12 OUTLOOKERS w/ (3) 0.131"Ø END NAILS INTO FIRST RAFTER, TYP 2x12 @ 24" (3) 2x12 (3) 2x10 1T 1K 1T 1K (3) 2x10 1T 2K 1T 2K (3) 2x10 1T 2K 1T 2K (3) 2x6 STUB (3) 2x6 LSSU212, TYP 1T 3K 1T 3K 3'-5 1/8" 3'-5 1/8" LSSU212, TYP 6:12 2x12 @ 24" 2x12 @ 24" 1 S4 2x12 @ 24" 2 S4 (3) 2x12 BENT HEADER, SEE 1/S4 BENT HEADER, SEE 2/S4 (3) 2x6 TYPICAL CORNER FRAMING: 2x12 SUBFACIA CONNECTED TO FIRST TWO JOSTS w/ L90 EACH SIDE; (3) 0.131"Ø END NAILS AT ALL OTHER JOISTS. CONNECT FACIA AT CORNERS w/ (1) L90 11 S3 S1 S1 S3 S4 S5 S5 S6 S7 S7 S8 S8 S9 S9 S10 S11 S12 S13 S13 8x12 TIMBER ON 2x6 CRIPPLE WALL ON SLOPED (3) 9 1/4" LVL RAFTER, TYPICAL (2) LOCATIONS 2x12 LAID FLAT 2x12 LAID FLAT OVERFRAME DORMER GABLE ON TOP OF OVER-FRAMED ROOF 2x6 CRIPPLE WALL TO UNDERSIDE OF 2x10 OUTLOOKERS 2x12 OUTLOOKERS TO MATCH GL S13 2x12 OVERFRAME RAFTERS ALIGNED WITH EXISTING PE TRUESSES AND SUPPORTED BY (2) 2x4 @ 24" HGUS28, TYP 6:12 6:12 6:12 6:12 6:12 6:12 6:12 6:12 INDICATES ROOF OVERFRAMING ONTO PRIMARY ROOF SHEATHING. CONTRACTOR OPTIONS ARE AS FOLLOWS: 1. 2x10 @ 24" W/ 2x4 POST AT EACH INTERSECTING TRUSS. 2. TRUSS PROFILE TO MATCH ROOF. 3. PE TRUSS OVERFRAMING @ 24". TYPICAL EXTERIOR WALL FRAMING: 2x6 HEM-FIR No. 2 OR BETTER STUDS @ 16" SHEATHED WITH 7/16" 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 SHEET No. Date Checked by Designed by Job # Issue S2 GRAND TRAVERSE-UNIT B 6/30/15 CMK ETV 17599 CONSTRUCTION LOT 25 LIONSRIDGE FILING NO. 3 1854 GLACIER COURT VAIL, CO 81657 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" UPPER LEVEL PLAN 1' 2' 4' 0 8' 1/4" 1/4" = 1'-0" ROOF FRAMING PLAN 06/30/15 No. Date Issued by Revision Description 07/28/15