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HomeMy WebLinkAboutB16-0031_S600_1480363560.pdf4'-0" MIN LAP TOP PL SPLICE STUDS 16d @9" OC STAGGERED EA SIDE OF TOP PL SPLICE (2) 16d (2) 16d TOP PLS 9" MAX 5" MIN SPACING PER 9" MAX 5" MIN END OF SILL PL END OF SILL PL ALL ANCHS HDG CENTERED IN WALL, Ø SEE , USE CIP ANCH PER OR SIMPSON TITEN HD W/ 5 1/2" EMBED AND MECH GALVANIZED FINISH (ASTM B695, CLASS 55 MIN) 2x PLATE TO MATCH THICKNESS OF WALL. PRESERVATIVE TREATED WHEN IN CONTACT WITH CONCRETE OR MASONRY 10/ S601 10/ S601 DBL TOP PLATE LEDGER 12GA x3 1/2" STRAP W/ (4) 16d EA SIDE OF NOTCH TO EA PL STUD CL HOLE W/3 W/8 MEMBER MAX DIA OF HOLE BEAM, JOIST & RAFTER NOTCHING NOT PERMITTED SILL PLATE 1. HOLES SHALL BE DRILLED 2. PRE-DRILL CORNERS OF NOTCHES 3. STUDS < 10'-0" NOTCHES PERMITTED 4. STUDS > 10'-0" NOTCHES NOT PERMITTED CL HOLE NOTES: CL HOLE (CLR) 6" MIN W 7" 7" MAX 8" W W/5 W/2 MAX 10" . 3" MAX W W/3 7" 5" TO5" TO 7" MAX 8" W W/3 MAX 8" W 6" MIN CLR JOIST, RAFTER, BEAM , LEDGER DBL TOP PL, SILL PL, STUD 6 FOR KING STUD RQMTS ~ SEE: 7 FOR TRIMMER RQMTS ~ SEE: 4 WALL CORNER 1 FOR TYP WALL STUD & SHEATHING RQMTS ~ SEE: 3 MAINTAIN TYPICAL STUD SIZE & SPACING ABOVE & BELOW OPENINGS ~ RE: PLAN FOR LOCATIONS SHEAR WALL S600 4 S600 8 TYP WALL CORNER OR INTERSECTION TYP HOLDOWN TYP HEADER TYP HEADER & SILL TYP SILL PL TYP TOP PL SPLICE KEYNOTE LEGEND 5 2x BLOCKING AT 8'-0"OC MAX, OR AS SHOWN IN DETAILS 2 2x TREATED SILL PLATE ~ MATCH WALL STUD WIDTH TYP STUD WALL, UNO 1 2 3 3 4 5 6 7 7 6 8 SOLID BLOCKING AT JOIST/RAFTER BRNG LOCATION 9 DOUBLE RIM JOIST AT ALL NON-BRNG LOCATIONS 9 10 10 SOLID BLOCK JOIST SPACE AT ALL BUILT-UP POST & TRIMMER LOCATIONS 8 18/ S601 18/ S601 11 FOR PANEL EDGE BLOCKING REQUIRMENTS SEE: 11 S601 7 S601 7 S601 18 S601 18 S601 3 10/ S601 10/ S601 16/ S601 SHEATHING SEE WALL SHEAR STEEL BEAM. SEE PLAN. CONN AT SILL PLATE SEE STUD WALL. SEE PANEL EDGE NAILING. SEE 2x PL - CONN TO STEEL BEAM. SEE 16/ S600 10/ S601 10/ S601 10/ S601 10/ S601 SHEATHING - SEE SHEAR WALL STEEL POST. SEE PLAN DRIVE PIN CONN @ STL SEE SCHEDULE STUD WALL. SEE PANEL EDGE NAILING. SEE 2x NAILERS 10/ S601 10/ S601 10/ S601 2x OR 3x CONT RIPPED TO WIDTH (2) 0.177"Ø PAF @ 18" OC 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 WOOD HANGER SCHEDULE JOIST/BEAM FACE MOUNT HANGER TOP FLANGE HANGER 11 7/8" TJI-210 MIU2.1/11 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 MIU2.37/11 MIU3.56/11 HUS1.81/10 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 JB210A LUS210 2x12 JB212A 5 1/2" LVL HUS26 HU26TF (2) 5 1/2" LVL HU46 HU46TF (3) 5 1/2" LVL HU66 HU66TF 11 1/4" LVL HUS1.81/10 LBV1.81/11.88 (2) 11 1/4" LVL HU412 BA3.56/11.88 (3) 11 1/4" LVL HU612 WP5.50/11.88 6x10 U610 14" TJI-210 14" TJI-560 MIU2.37/14 BA3.56/14 ITS2.37/11.88 ITS3.56/11.88 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 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: 15/ S601 TREATED LVL LEDGER (2) ROWS 1/2"Ø SIMPSON TITEN HD W/ 4" EMBEDMENT W/ MECH GALVANIZED FINISH (ASTM B695 CLASS 55 MIN) @ 16" OC STAGGERED AT PERPENDICULAR JOISTS 4" 5" TREATED LVL LEDGER (2) ROWS 1/2"Ø SIMPSON TITEN HD W/ 3" EMBEDMENT W/ MECH GALVANIZED FINISH (ASTM B695 CLASS 55 MIN) @ 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 SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2016 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 PRICING 1/15/16 COORDINATION 2/9/16 CD 3/1/16 4/26/16 CD SET REV 8/12/16 ASI #5 5 3090 BOOTH CREEK DR VAIL, COLORADO 9/16/2016 9:43:45 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S600 REIMERS RESIDENCE WOOD FRAMING DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 NO SCALE 4 TYP WOOD TOP PLATE SPLICE NO SCALE 8 TYP ANCHORAGE TO FDN NO SCALE 12 TYP WOOD HOLE & NOTCH RQMTS NO SCALE 11 TYP MULTI-STORY WOOD STRUCTURAL WALL ELEVATION 1 1/2" = 1'-0" 13 SHEAR WALL BASE PARALLEL TO STEEL BEAM 1 1/2" = 1'-0" 15 SHEAR WALL CONN TO STEEL POST 1 1/2" = 1'-0" 16 TYP WOOD NAILER AT STEEL 1 1/2" = 1'-0" 18 HANGER SCHEDULE 3/8" = 1'-0" 19 TYP EXPOSED DECK 3/4" = 1'-0" 20 TYP LEDGER NOT USED 09/16/2016 11/28/16