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HomeMy WebLinkAboutB15-0026_S-601_1438367880.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 (4) 11 7/8" LVL IUS2.37/11.88 IUS3.56/11.88 HUS1.81/11.88 HU412 HU612 HU412-2 HU612 LUS26 5 1/4 x 11 7/8 PSL 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 B7.12/11.88 WP5.50/11.88 JB28 LUS28 2x10 JB210 LUS210 2x12 JB212 NOTES: 1. DECKING SHALL BE INSTALLED IN [CONTROLLED RANDOM LAYUP] CONFIGURATION PER AITC GUIDELINES. FASTEN EA PIECE OF 2" DECK TO ALL PERP SUPPORTS W/ (1) 16d RING SHANK FACE NAIL & (1) 16d TOE NAIL THROUGH THE TONGUE FOR SHEATHING CONNECTION REQUIREMENTS TO DECKING SEE 2" DECK NAILING TO PARALLEL SUPPORTS, 16d RING SHANK NAIL @6" OC MAX SPACE SHEATHING SO THAT PANEL EDGES FALL ON CENTER OF DECK PIECE & NOT ON A JOINT 2" TONGUE & GROOVE DECKING FASTEN EA PIECE OF 2" DECK TO EA OTHER W/ 8d COMMON SLANT NAILS AT INTERVALS NOT TO EXCEED 30", STAGGERED, LOCATE NAIL WITHIN 10" OF EA END THUS: S-600 20 CONNECTION FASTENING JOIST TO SILL OR GIRDER (3) 8d COMMON (2 1/2"x0.131") (3) 3"x0.131" NAILS LOCATION TOENAIL BRIDGING TO JOIST (3) 8d COMMON (2 1/2"x0.131") (3) 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 SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2"x0.135") @ 16"OC 3"x0.131" NAILS @ 8"OC TYP FACE NAIL TOP PLATE TO STUD (2) 16d COMMON (3 1/2"x0.162") (3) 3"x0.131" NAILS END NAIL STUD TO SOLE 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 @ 8"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") (5) 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 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 2012, TABLE 2304.9.1. 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 2304.9.1, PLEASE REFERENCE IBC FOR COMPLETE FASTENING SCHEDULE. SIMPSON ECC COL CAP 3/4"Ø BOLT, TYP BM SPLICE 1/2" MAX AT BM SPLICE WHERE APPLICABLE SIMPSON CC COL CAP 3/4"Ø BOLT, TYP 2x CONT RIPPED TO WIDTH (2) 0.177"Ø PAF @ 18" OC 1/4" MAX 0" MIN 1/4" MAX 0" MIN (2) 1/2" LAG SCREWS W/ 6" EMBED SEE PLAN FOR STUD PACK, CENTER UNDER BEAM 2x PLATE BTWN TYPICAL STUDS 2x BLOCKING BTWN JOIST BLOCKING A A PL 1/4 EA FACE, TYP SPACE BTWN PLATES SHALL EQUAL BM WIDTH +1/8" BACK PL 1/2, TYP BOT PL 1/2, TYP TYP 1/4 TYP 1/4 TYP 3 3/4" 3" 1 1/4" 1 1/2" 3 1/2" PL 1/4 EA FACE, SPACE BTWN PLATES SHALL EQUAL BM WIDTH +1/8" 3 1/4" 3" 1 1/4" PL 1/4 (2) 3/4"Ø BOLTS NOTE: 1. SADDLE ASSEMBLY MAY BE REPLACED WITH EQUIVALENT SIMPSON ECCO AT FABRICATOR'S OPTION 1/4 9 1/4" 1 1/4" BM SPLICE 1/2" MAX AT BM SPLICE WHERE APPLICABLE PL 1/4 EA FACE, SPACE BTWN PLATES SHALL EQUAL BM WIDTH + 1/8" 3 3/4" 3" 1 1/4" PL 1/4 NOTE: 1. SADDLE ASSEMBLY MAY BE REPLACED WITH EQUIVALENT SIMPSON CCO AT FABRICATOR'S OPTION 3/4"Ø BOLTS, TYP 1/4 1 1/4" 10 1/2" 1 1/4" SEE PLAN FOR STUD PACK 2x BLOCKING OVER WALL SIMPSON HL33 ES (1) KING STUD ES W/ (3) 12d NAILS MAXIMUM UNIFORM LOAD APPLIED TO OUTSIDE BEAM (PLF) A 470 C(4) B(3) 355 - NOTES: 1. BOLTS ARE A307-36. BOLT HOLES = SAME DIAMETER AS BOLT. 2. USE WASHERS @ HEAD & NUT. 3. USE (3) ROWS OF NAILS FOR BEAMS > 12" NOMINAL. MULTIPLE ASSEMBLY (2) ROWS 16d 3-1/2" COMMON WIRE @ 12" O.C. (3) ROWS 16d 3-1/2" COMMON WIRE @ 12" O.C. (2) ROWS 1/2" BOLTS @ 24" O.C. (2) ROWS 1/2" BOLTS @ 12" O.C. 705 530 - 503 380 340 1010 760 680 ASSEMBLY A (2) PCS. @ 1-3/4" 2" 2" ASSEMBLY B (3) PCS. @ 1-3/4" 2" 2" ASSEMBLY C (4) PCS. @ 1-3/4" 2" 2" 7" WIDE BEAMS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDES OF THE MEMBER (TO MINIMIZE ROTATION). TREATED LVL LEDGER (2) ROWS 1/2"Ø SIMPSON TITEN HD W/ 4" EMBEDMENT @ 16" OC STAGGERED AT PERPENDICULAR JOISTS 4" 5" TREATED LVL LEDGER (2) ROWS 1/2"Ø SIMPSON TITEN HD W/ 3" EMBEDMENT @ 48" OC STAGGERED 3" AT PARALLEL JOISTS TJI BLOCKING @ 48" OC 4" 5" 3" NOTE: ADD (2) 1/2"Ø SIMPSON TITEN HD EACH SIDE OF BEAM CONNECTION 3/4"Ø BOLT, TYP PL1/4x4x0'-7" ES 3/16 TYP PL 1/4 EA FACE, SPACE BTWN PLATES SHALL EQUAL BM WIDTH + 1/8" PL 1/4 NOTE: 1. SADDLE ASSEMBLY MAY BE REPLACED WITH EQUIVALENT SIMPSON CCO AT FABRICATOR'S OPTION 3/4"Ø BOLTS, TYP 1/4 3 3/4" 3" 1 1/4" 1 1/4" 10 1/2" 1 1/4" SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2013 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: 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. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: REVISIONS NO. ISSUE DATE PERMIT 6/14/13 PROGRESS SET 10/27/14 PERMIT SET 02/03/15 2/5/2015 10:04:24 PM C:\Proj\12.0362-Fleeger-RS14_seanm.rvt S-601 Fleeger Residence TYPICAL WOOD FRAMING DETAILS 2950 Booth Creek Drive, Vail, CO SJM SJM PD 12.0362.S.01 12.0362.S.01 09/20/2013 NO SCALE 3 HANGER SCHEDULE NO SCALE 4 TYP EXPOSED DECK NO SCALE 2 TYP WOOD MEMBER FASTENING SCHEDULE NO SCALE 5 TYP WOOD BEAM AT END POST NO SCALE 6 TYP WOOD BEAM AT POST NO SCALE 7 TYP WOOD NAILER AT STEEL NO SCALE 8 WOOD FRAMING SUPPORTING STEEL BEAM NO SCALE 9 TYP WOOD BEAM AT CONT COLUMN NO SCALE 10 TYP WOOD BEAM AT STEEL END COLUMN NO SCALE 11 TYP WOOD BEAM AT STEEL COLUMN NO SCALE 12 WOOD FRAMING SUPPORTING WOOD BEAM NO SCALE 13 MULTI-PLY BEAM CONNECTIONS 3/4" = 1'-0" 14 TYP LEDGER DETAIL NO SCALE 15 TYP STL BEAM AT END POST 1 1/2" = 1'-0" 16 TYP STL COL AT WOOD BEAM 2/3/2015 07/31/15