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HomeMy WebLinkAboutB17-0285_S-602_1507155420.pdfWOOD HANGER SCHEDULE JOIST/BEAM FACE MOUNT HANGER TOP FLANGE HANGER 11 7/8" TJI-210 IUS2.06/11.88 NOTES: 1. ALL HANGERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE. 11 7/8" TJI-360 11 7/8" TJI-560 11 7/8" LVL (2) 11 7/8" LVL (3) 11 7/8" LVL IUS2.37/11.88 IUS3.56/11.88 HUS1.81/10 HU412 HU612 LUS26 2x8 ITS2.06/11.88 ITS2.37/11.88 ITS3.56/11.88 LBV1.81/11.88 BA3.56/11.88 WP5.50/11.88 JB28 LUS28 2x10 JB210A LUS210 2x12 JB212A 10d NAIL THRU EA STUD, TYP 9" TYP EA END 2 1/2" TYP 1-1/2" 2-1/2" 1-1/2" 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 THE TABLE 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 CONVERSION OF WEYERHAEUSER TO BOISE CASCADE TJI BCI MICROLAM VERSA-LAM 9 1/2" TJI 210 9 1/2" BCI 6000-1.8 1 3/4" x 5 1/2" LVL 11 7/8" TJI 210 11 7/8" BCI 6000-1.8 1 3/4" x 7 1/4" LVL 11 7/8" TJI 360 11 7/8" BCI 60-2.0 1 3/4" x 9 1/4" LVL 11 7/8" TJI 560 11 7/8" BCI 90-2.0 1 3/4" x 11 7/8" LVL 14" TJI 210 14" BCI 6000-1.8 1 3/4" x 14" LVL 14" TJI 360 14" BCI 60-2.0 -- 14" TJI 560 14" BCI 90-2.0 -- 16" TJI 210 16" BCI 6000-1.8 -- 16" TJI 360 16" BCI 60-2.0 -- 16" TJI 560 16" BCI 90-2.0 -- 1 3/4" x 5 1/2" 2800-2.0E 1 3/4" x 7 1/4" 2800-2.0E 1 3/4" x 9 1/4" 2800-2.0E 1 3/4" x 11 7/8" 2800-2.0E 1 3/4" x 14" 2800-2.0E -- -- -- -- -- I-JOIST LVL 2x OR 3x CONT RIPPED TO WIDTH 1/4" MAX 0" MIN 1/4" MAX 0" MIN AT MULTIPLE PLY NAILER, NAIL TOP PL TO BOT PL PER DIAPHRAGM NAILING, SEE SCHED (2) 0.177"Ø PAF @ 18" OC SEE FOR SPACING AT WALLS 8/S-601 ASSEMBLY A (2) MEMBERS ASSEMBLY B (3) MEMBERS ASSEMBLY C (4) MEMBERS 2" 2" 2" 2" 1 1/2" MIN 1 3/4" MAX [(3)] ROWS 10d @ [12"] OC [(3)] ROWS 10d @ [6"] OC (2) ROWS SIMPSON SDS25600 SCREWS @ [12"] OC 2" 2" NOTES: 10" NOMINAL AND SMALLER USE (2) ROWS SCREWS © MARTIN/MARTIN 2017 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. 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PROJECT NO: DATE: REVISIONS SHEET TITLE: SHEET NUMBER: MM JOB #: M17.0024.S.01 PRINCIPAL/EOR: SEAN MOLLOY PROJECT MANAGERS: RALEIGH FISHER AND KEVIN HAAS DESIGNER: KARL MERTENS DATE PRINTED: FILE PATH: 7/21/2017 11:49:36 AM C:\Proj\17.0024-VailRowhouse10-RS17_rfisher52P2F.rvt GALVIN RESIDENCE LOT 10 303 GORE CREEK DRIVE MS17.0024.S.01 7/21/2017 S-602 TYP WOOD DETAILS NO SCALE 1 HANGER SCHEDULE NO SCALE 2 BUILT UP POST NAILING NO SCALE 5 TYP WOOD MEMBER FASTENING SCHEDULE NO SCALE 6 TYP CONVERSION FROM TJI TO BCI NO SCALE 3 TYP WOOD NAILER AT STEEL NO SCALE 7 TYP MULTIPLE-MEMBER CONNECTION NO. ISSUE DATE 7/21/2017 10/04/17