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HomeMy WebLinkAboutS3 - UPPER LEVEL FRAMING PLAN.pdfRF1 RF2 RF3 RF4 1 1 3 4 5 6 6 A B C D E G I 2 STAIRS BY CONTRACTOR STAIRS BY CONTRACTOR HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 (5) 2x8 (5) 2x8 (2) 2x8 W12X35 w/ DOUBLE NAILER PL 8157' - 8 1/2" 8157' - 8 1/2" 8157' - 8 1/2" 18" LVL @ 16" W12X14 3 S7 4 S7 W12X26 (2) 18" LVL (2) 18" LVL 14" LVL @ 16" 14" LVL @ 16" W14x38 6 S7 10 S7 A HSS4X4X1/4 HSS6X4X1/4 (3) 2x6 (3) 2x6 (2) 18" LVL 2T 2K 2T 2K 1T 1K A A (4) 2x8 W18X46 W18X46 A 2K 2K HSS4X4X1/4 (2) 2x8 A 1T 1K 1T 1K 3T 2K A 1T 1K 1T 2K (2) 9 1/2” LVL (5) 2x8 1T 1K A H A A 2.8 E2 6.75x12 GL DF/DF 24FV4 (6) 2x8 E.1 HSS4X4X1/4 A A (2) 14" LVL A.1 1.1 1.1 1.2 1.2 A 1 S6 DIAGONAL TIMBER BRACE (2) 18" LVL (2) 9 1/2" LVL 6.75x12 GL DF/DF 24FV4 W12X40 (2) 18" LVL W12X26 W12X72 W12X79 W12X14 W12X14 W12X14 W18X55 W12X14 W12X14 W12X14 W14X99 HUS1.81/10 TYP 9 S7 9 S7 14" LVL @ 16" SIM 10 S7 SIM 18" LVL @ 16" 14" LVL BLOCKING AT MIDSPAN OF CANTILEVER HUS1.81/10 TYP 8157' - 8 1/2" 8157' - 4 3/8" 8157' - 8 1/2" 8157' - 4 3/8" 3 S11 BLOCKING E.4 E.4 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 24FV46.75x12 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 6.75x12 GL DF/DF 24FV4 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K 1T 1K (4) 5 1/2" LVL 1T 1K 1T (2) 9 1/2" LVL 2T 2K 2T 2K (2) 9 1/2" LVL W12x30 2K 1T 1K 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 6.75x12 GL DF/DF 24FV4 1T 1K 1T 1K 1T 4K (7) 2x6 HSS6X4X1/4 18" LVL (6) 2x8 STUB (6) 2x8 (4) 2x8 W12X26 W12X14 (3) 2x8 (3) 2x6 HSS6X4X1/4 W12X14 W12X72 (5) 2x8 (6) 2x8 (6) 2x8 STUB HSS4X4X1/4 HSS4X4X1/4 3T 2K W18X106 w/ DOUBLE NAILER PL HSS6X6X1/4 STUB 1T 1K W12X79 HSS6X4X1/4 (2) 2x4 (2) 2x4 (2) 14" LVL W8X48 W8X482 3/4" HSS6X6X1/2 W14X109 (5) 2x8 (5) 2x8 2x6 WOOD STUD WALL AT BUMP OUT HSS6X4X1/4 HSS6X4X1/4 (3) 2x8 (5) 2x8 ADD CRIPPLE STUD ABOVE HEADER IN LINE WITH TRIMMER BELOW 1T 4K A A A A A A A A A A A A A A A A A A A A A A A A (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 A (4) 5 1/2" LVL (4) 5 1/2" LVL (5) 2x8 (5) 2x8 ADD CRIPPLE STUD ABOVE HEADER IN LINE WITH TRIMMER BELOW 1T 2K (2) 2x8 (5) 2x8 (5) 2x8 (2) 2x8 (2) 14" LVL (2) 2x6 (2) 2x8 (3) 2x8 (5) 2x8 (3) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (2) 2x8 (4) 2x8 (3) 18" LVL 18" OPEN WEB JOIST @ 24" 18" OPEN WEB JOIST @ 24" 18" OPEN WEB JOIST @ 24" 18" OPEN WEB FLOOR JOIST @ 24" 8157' - 4 3/8" 14" LVL BLOCKING AT MIDSPAN OF CANTILEVER (2) 2x10 SUBFACIA (3) 2x10 PURLIN 2x10 PURLIN @ 24" TYP 2x10 PURLIN @ 24" TYP 2x10 PURLIN @ 24" TYP (2) 2x10 SUBFACIA 14" LVL BLOCKING AT MIDSPAN OF CANTILEVER (3) 2x10 PURLIN (3) 2x10 PURLIN (3) 2x10 PURLIN (2) 2x10 PURLIN (2) 2x10 SUBFACIA S8 8 1 S7 3 S7 7 S9 8 S7 3 S9 8 S9 8 S9 8 S9 5 S7 5 S7 8 S9 2 S9 2 S9 4 S10 2x12 LEDGER w/ (4) 0.131"Øx3" NAILS AT EACH STUD (2) 2x10 SUBFACIA @ 24" TYP 9 S9 9 S9 SIM 14" LVL x 15'-0" SISTERED TO 18" LVL FLOOR JOIST 18" LVL @ 16" HU416 HWI418 w/ 0.148"Øx3" NAILS INTO NAILER PLATE, TYP HU416, TYP HWI418 w/ 0.148"Øx3" NAILS INTO NAILER PLATE, TYP [8158'-10 1/2"] 4' - 9" 14' - 5 1/2" 13' - 9 1/2" 6' - 2 1/2" 4' - 10 5/8" HD4 HD4 HD2 HD2 HD3 HD2 HD2 HD2 HD2 [ 8157' - 4 3/4" ] [ 8153' - 6 1/2" ] [ 8155' - 6 1/2" ] HD1 HD1 HD1 HSS6X6X1/4 STUB SW1 SW1 SW1 SW1 SW2 SW2 SW1 SW1 SW1 SW2 SW1 SW1 SW1 SW1 SW1 SW1 SW1 SW1 HD2 HD1 HD1 SW6 [ 8155' - 11 7/8" ]5 S10 SW7 HD2 HD2 HD1 SW2 STRAP NAILER PLATE TO DOUBLE TOP PLATE w/ (2) MSTA30 SW4 SW4 9 S8 A A A A 4 S8 3 S8 2 S8 2 S11 6x6 6x6 6x6 6x6 (3) 2x10 PURLIN - 3 SPAN EACH SIDE OF CHIMNEY. CONNECT TO GL RAFTER w/ DTT2Z w/. 1/2”Ø x 6” LAG BOLT. 3 CONNECTORS PER PURLIN. (3) 2x10 w/ LUS210-3 AT EACH END, EACH SIDE OF CHIMNEY. TYPICAL CHIMNEY FRAMING 2x6 @ 16” w/ 6x6 AT EACH CORNER CONNECTED TO (3) 2x10 RAFTER w/ (2) 3/4”Ø THRU BOLTS. 6x6 6x6 6x6 6x6 CHIMNEY FRAMING, SEE UNIT A ON SHEET S3 13 S8 1 3/4" TYP 1 3/4" 13 S8 1 S7 TOP OF STEEL ELEVATION = 8157'-2 7/8"; UNLESS OTHERWISE NOTED THUS : [ELEV] 1 S7 SIM 5' - 1 1/4" 3 S10 4 S9 4 S7 4 S7 4 S7 6" 2" 3 1/2" 8157'-6" (2) 11 7/8" LVL RIM (2) 11 7/8" LVL RIM 7' - 10" 5' - 0" 1 S7 BEARING WALL ABOVE INSTALL STUD BEARING WALL TIGHT TO UNDERSIDE OF FLOOR TRUSS 11 S9 14 S9 12 S9 A HSS12X6X3/8 2 S7 3 S7 (4) 2x8 8157’-6” 8” CONCRETE WALL 1 S7 BEAR RAFTER ON (4) 2x8, TYP 4 S8 3 S8 2 S8 CONNECT GL TO GL w/ (3) 3/4”Øx6” BOLTS 2 S10 2 S7 5'- 9". 5' - 0" 12 S9 HSS5X5X1/4 A 6' - 7 1/2" 11' - 8" 2' - 7 1/2" 2' - 5" 7' - 7 3/8" 4' - 9 3/4" 7' - 8" 7' - 7 1/8" 4' - 11 1/8" 0" 12' - 0" 12' - 0 1/2" 3' - 11 3/4" 4' - 11 1/8" HSS12X6X3/8 HSS4X4X1/4 FULL HEIGHT STIFF PL EACH SIDE OF WEB UNDER POINT LOAD ABOVE RUN SINGLE TOP PLATE OVER 5 1/2" HEADERS 1 SX14 NOTCH LVL AS NEEDED AT CONCRETE WALL HANG FLOOR TRUSS FROM LVL, TYP 14" LVL @ 16" 3 S12 HSS6X6X1/2 HSS6X6X1/2 4 S11 21' - 1" (2) 9 1/2" LVL 1T 1K 3.1 HSS5X3X1/4 HSS5X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 HSS7X3X1/4 5' - 11" 7' - 7 5/8" 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 FLOOR SHEATHING: 1 1/8" NOMINAL STURD-I-FLOOR, APA RATED 48" OC TONGUE & GROOVE SHEATHING GLUED AND NAILED WITH 8d GUN NAILS @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS TYPICAL EXTERIOR WALL FRAMING: 2x8 DOUGLAS-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 S3 UPPER LEVEL FRAMING PLAN MERIBEL CORPORATION 17040 182 West Meadow Drive Vail, CO 81657 0 2' 4' 8' 12' 3/16" 3/16" = 1'-0" UPPER LEVEL FRAMING PLAN 05/05/15 1/13/15 CONSTRUCTION ASI #4 5/15/15 06/26/15