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HomeMy WebLinkAboutB16-0254_S601_signed_1506372180.pdf(2) 11 7/8" LVL TYP RAFTER SEE PLAN TYP RAFTER SEE PLAN (2) 11 7/8" LVL (2) 11 7/8" LVL 3 S601 2 S601 4 S601 (2) 11 7/8" LVL SEE ARCH L L TYP RAFTER SEE PLAN EDGE NAILING SEE PLAN FULL DEPTH BLOCKING 2x SUB-FASCIA w/ (3)10d NAILS EDGE NAILING 8d @ 6" OC SIMPSON H2.5A AT EA RAFTER INVERTED SIMPSON HUCQ1.81/11 SEE ARCH L L SIMPSON LS50@24" OC INVERTED SIMPSON HUC412 EACH END SEE ARCH L L FULL DEPTH BLOCKING SIMPSON H2.5A AT EA RAFTER EDGE NAILING SEE EDGE NAILING SEE PLAN SEE 2/S601 2/S601 SIMPSON HUC412 EACH END (2) KINGS (TYP) (2) TRIMMERS (TYP) HEADER, SEE: PLAN NOTES: 1. HEADERS IN EXTERIOR WALLS SHALL HAVE NAILING BETWEEN MEMBERS PER PLATE TO MATCH STUD SIZE & GRADE HEADER MEMBERS SEE PLAN PLYWOOD SPACERS JACK STUD SILL 9/S601 ASSEMBLY A (2) MEMBERS ASSEMBLY B (3) MEMBERS 2" 2" 2" 2" NOTES: 10" NOMINAL AND SMALLER USE (2) ROWS SCREWS 1 3/4" MAX 1 1/2" MIN (3) ROWS 10d @ 12" OC (3) ROWS 10d @ 6" OC SIMPSON LSSU125 FOR BEAM CONNECTION SEE 9/S601 NOTCH JOIST AT CONNECTION CONNECTION FASTENING JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 1/2"x0.131") (3) 3"x0.131" NAILS LOCATION TOENAIL BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS (2) 8d COMMON (2 1/2"x0.131") (2) 3"x0.131" NAILS TOENAIL EA END 1"x6" SUBFLOOR OR LESS TO EA JOIST (2) 8d COMMON (2 1/2"x0.131") FACE NAIL WIDER THAN 1"x6" SUBFLOOR TO EA JOIST (3) 8d COMMON (2 1/2"x0.131") FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2"x0.162") BLIND & FACE NAIL BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d (3 1/2"x0.162") @ 16"OC 3"x0.131" NAILS @ 12"OC TYP FACE NAIL TOP OR BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2"x0.162") (3) 3"x0.131" NAILS END NAIL STUD TO TOP OR BOTTOM PLATE (4) 8d COMMON (2 1/2"x0.131") (4) 3"x0.131" NAILS TOE NAIL END NAIL DOUBLE STUDS 16d (3 1/2"x0.135") @ 16"OC 3"x0.131" NAILS @ 8"OC FACE NAIL (2) 16d COMMON (3 1/2x0.162") (3) 3"x0.131" NAILS BLOCKING BTWN JOISTS OR RAFTERS TO TOP PLATE TOENAIL RIM JOIST TO TOP PLATE 8d (2 1/2"x0.131") @ 6"OC 3"x0.131" NAILS @ 6"OC TOE NAIL CEILING JOISTS (TO PLATE) TOE NAIL CEILING JOISTS (LAPS OVER PARTITION) (3) 16d COMMON (3 1/2"x0.135") (4) 3"x0.131" NAILS FACE NAIL CEILING JOISTS (TO PARALLEL RAFTERS) FACE NAIL RAFTER TO PLATE FACE NAIL (3) 8d COMMON (2 1/2"x0.131") (3) 3"x0.131" NAILS (3) 8d COMMON (2 1/2"x0.131") (3) 3"x0.131" NAILS (3) 16d COMMON (3 1/2"x0.135") (4) 3"x0.131" NAILS (3) 8d COMMON (2 1/2"x0.131") (3) 3"x0.131" NAILS TYP WOOD MEMBER FASTENING SCHEDULE JACK RAFTER TO HIP TOENAIL (3) 10d COMMON (3"x0.148") (4) 3"x0.131" NAILS FACE NAIL (2) 16d COMMON (3 1/2"x0.162") (3) 3"x0.131" NAILS JOIST TO BAND JOIST OR RIM JOIST FACE NAIL (3) 16d COMMON (3 1/2"x0.135") (4) 3"x0.131" NAILS NOTES: 1. TYP WOOD MEMBER FASTENING REQUIREMENTS ARE TAKEN FROM IBC 2015, TABLE 2304.10.1. 2. THE ABOVE FASTENING REQUIREMENTS ARE A MINIMUM, AND SHOULD BE APPLIED ONLY TO TYPICAL SITUATIONS. 3. THE ABOVE IS ONLY A SUMMARY OF THETABLE 2304.10.1, REFERENCE IBC FOR COMPLETE FASTENING SCHEDULE. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS (2) 16d (3 1/2"x0.162") @ 16"OC (4) 3"x0.131" NAILS @ 16"OC TYP FACE NAIL EDGE NAILING SEE PLAN FULL HEIGHT 2x BLOCKING BTWN RAFTERS EDGE NAILING PER SIMPSON H2.5A AT EA RAFTER BIRDSMOUTH RAFTER AT TOP PLATE SUB-FASCIA W/ (3) 10d NAILS @ 2" OC SEE ARCH 2/S601 EDGE NAILING PER PLAN (E) RAFTER SIMPSON HH6 AT EACH POST (E) T&G 2 1/2" MIN VIF 2" #10 SCREW @ 6" OC WOOD POST BEYOND SEE PLAN 10d NAIL THRU EA STUD, TYP 9" TYP EA END 2 1/2" TYP 1-1/2" 2-1/2" 1-1/2" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2017 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. 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PROJECT NO: DATE: 9/13/2017 9:45:40 AM C:\Proj\MS17.0085-Doubletree Vail Roof Investigation and Repair-RS16_KMertens.rvt S601 DOUBLETREE VAIL SKI STORAGE AND VESTIBULE 2211 NORTH FRONTAGE ROAD WEST VAIL, CO 81657 ROOF DETAILS KPM KPM SJM MS17.0085.S.03 MS17.0085.S.03 09/15/2017 SJM NO SCALE 1 TYP LADDER FRAMING (PLAN) 1 1/2" = 1'-0" 2 TYP LADDER FRAMING 1 1/2" = 1'-0" 3 TYP LADDER FRAMING AT CORNER 1 1/2" = 1'-0" 4 TYP LADDER RAFTER AT OVERHANG NO SCALE 8 TYP WOOD WALL HEADER 1 1/2" = 1'-0" 9 TYP MULTIPLE-MEMBER CONNECTION 1 1/2" = 1'-0" 7 TYP RAFTERS AT VALLEY BEAM NO SCALE 11 TYP WOOD MEMBER FASTENING SCHEDULE 1" = 1'-0" 5 TYP RAFTER EAVE 1" = 1'-0" 6 TYP CONNECTION TO EXISTING ROOF 1 1/2" = 1'-0" 12 BUILT UP POST NAILING NO ISSUE DATE CCD-06, Revision 10 09/15/2017 09/15/2017 09/25/17