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HomeMy WebLinkAboutB16-0031_S601_1480363620.pdfSTUD WALL PL, SEE PLAN SHEAR WALL HOLDDOWN, SEE ANCHOR BOLT WELDED TO BM, CTR ON BM WEB WALL FRAMING PARALLEL TO STL NAILER AT STEEL BM, SEE STEEL BM, SEE PLAN 10/ S601 16/ S600 STUD WALL PL, SEE PLAN SHEAR WALL HOLD DOWN, SEE BLOCKING BELOW SHEAR WALL, TYP ANCHOR BOLT WELDED TO BM, CTR ON BM WEB WALL FRAMING PARALLEL TO STL BM AT SIM 10/ S601 WOOD BEAM W/ 6x BLOCKING AS REQ'D @ STRAP. STUD WALL PL STRAP HOLD-DOWN SHEAR WALL BOUNDARY POST. SHEAR WALL FOR ADDITIONAL INFORMATION SEE BEND STRAP @ BOTTOM OF BEAM AS REQ'D. EQ CLR LENGTH EQ 10/ S601 NOTES: 1. VERIFY SETBACK DIMENSIONS SHOWN ABOVE WITH HOLD DOWN MANUFACTURER. 2. NOTIFY ENGINEER OF ALL DISCREPANCIES PRIOR TO INSTALLING ANCHORS. 3. ANCHORS SHALL BE LOCATED AT CENTER OF SILL PLATE, UNO. 4. POST CONNECTORS ARE SIMPSON SDS SCREWS, OR EQUIVALENT, UNO. TREATED SILL PLATE HOLDDOWN, SEE SHEAR WALL POST ANCHOR BOLT, HDG SEE HOLD DOWN SCHED ON MNFR STAND-OFF AS REQD BY SEE SCHED SET BACK, EMBEDMENT SEE 10/ S601 10/ S601 10/ S601 (2) STUDS MIN AT ENDS OF SHEAR WALL, TYP AT HOLD DOWN THREADED ROD THRU JST SPACE SIMPSON HOLD DOWN, SEE FOR SIZE. INSTALL PER MNFRS RECOMMENDATIONS SEE FOR STRAP SIZE & NAILING, CTR ON JST SPACE SLOT PLYWOOD FOR STRAP. MAKE SLOT AS SMALL AS POSSIBLE BLOCK JST SPACE SOLID AT HOLD DOWN BLOCK JST SPACE SOLID AT STRAP 10/ S601 10/ S601 MARK HOLDOWN TYPE SEE . 0 NO HOLD DOWN ANCHOR RQMTS MINIMUM ATTACHMENT REMARKS HOLDOWN SCHEDULE MARK STUD SPACING W1 2x6 DF#2 @ 12"OC MARK STUD SPACING STRUCTURAL WOOD WALL SCHEDULE W4 (2) WALLS 2x6 @ 16" OC 1 MSTC 28 (2) DF#2 STUDS W2 2x6 DF#2 @ 16"OC W5 (2) WALLS 2x4 @ 16" OC STRUCTURAL WALL NOTES: 1. ALL STRUCTURAL WOOD STUD WALLS SHALL BE W1, UNO. 2. SHEATHING TO BE APA-RATED SHEATHING. 3. SHEATHING NAILS SHALL BE INSTALLED A MINIMUM OF 3/8" FROM PANEL EDGES. 4. SHEATHING NAILS TO BE COMMON. 5. AT SHEATHING, USE 8d NAILS @ 12" OC FOR FIELD NAILING. 6. ALL SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBERS. NAILS SPACED AT 3" OC OR LESS SHALL BE BACKED WITH 3" NOMINAL OR WIDER MEMBERS 7. PROVIDE A MINIMUM OF (2) STUDS AT EACH HOLDOWN. 8. CONNECT SHEATHING DIRECTLY TO STUDS. 9. ALL WALL NAILING AT WALLS, INCLUDING HEADERS, BLOCKING, RIMBOARDS, ETC. SHALL CONFORM TO REQUIREMENTS OF NAILING SCHEDULE IN IBC 2012, TABLE 2304.9.1 UNLESS MORE STRINGENT REQUIREMENTS ARE SHOWN IN DRAWINGS. HOLDOWN NOTES: 1. INSTALL ALL HOLDOWNS AND HOLDOWN ANCHORS PER MNFR's WRITTEN INSTRUCTIONS. 2. UNLESS OTHERWISE NOTED, MINIMUM HOLDOWN ATTACHMENT TO BE (2) 2x ~ MATCH WALL STUD THICKNESS. FIELD NAILING PER NOTES 2x BLKG AT SHEATHING EDGES (WHERE REQUIRED PER SCHEDULE) EDGE NAILING PER SCHEDULE EDGE NAILING SHEATHING PER SCHEDULE ~ STAGGER EDGES AS SHOWN STUD SIZE & SPACING PER SCHEDULE ANCHORAGE TO FDN 2 MSTC 40 (2) DF#2 STUDS 3 MSTC 52 (2) DF#2 STUDS 4 MSTC 66 (2) DF#2 STUDS 5 (2) MSTC 52 (3) DF#2 STUDS 6 HDU2-SDS2.5 5/8" Ø (2) DF#2 STUDS 2x4 DF#2 @ 16"OC W3 STUDS SHEATHING TYPE RE: SCHED W1-A1 HOLDOWN TYPE RE: SCHED { STUDS & SPACING SHEAR WALL KEY MARK SHEATHING BLOCKED EDGES EDGE NAILING ANCHORAGE TO FND SEE . CONNECTION AT SILL PLATE CONNECTION AT TOP PLATE REMARKS 1/2" GYP BD EA FACE A N 5d @ 7" OC 5/8" @ 48" OC HDG W/ 7" MIN EMBED 16d @ 4" OC SIMPSON LS50 @ 24" OC SHEATHING 1/2" APA RATED SHEATHING B Y 8d @ 6" OC 5/8" @ 48" OC HDG W/ 7" MIN EMBED 16d @ 4" OC SIMPSON LS50 @ 24" OC 1/2" APA RATED SHEATHING C Y 8d @ 4" OC 5/8" @ 30" OC HDG W/ 7" MIN EMBED 16d @ 4" OC SIMPSON LS50 @ 16" OC 1/2" APA RATED SHEATHING D Y 8d @ 3" OC 5/8" @ 24" OC HDG W/ 7" MIN EMBED 16d @ 3" OC SIMPSON LS50 @ 12" OC 1/2" APA RATED SHEATHING E Y 8d @ 2" OC 5/8" @ 18" OC HDG W/ 7" MIN EMBED 16d @ 3" OC SIMPSON LS70 @ 12" OC 7 HDU4-SDS2.5 5/8" Ø (2) DF#2 STUDS 8 HDU5-SDS2.5 5/8" Ø (2) DF#2 STUDS 9 HDU8-SDS2.5 7/8" Ø (3) DF#2 STUDS 10 HDU11-SDS2.5 1" Ø (4) DF#2 STUDS 11 HDU14-SDS2.5 1" Ø (5) DF#2 STUDS 1/2" APA RATED SHEATHING EA FACE F Y 8d @ 6" OC 5/8" @ 24" OC HDG W/ 7" MIN EMBED 16d @ 3" OC SIMPSON LS50 @ 12" OC 1/2" APA RATED SHEATHING EA FACE G Y 8d @ 4" OC 5/8" @ 16" OC HDG W/ 7" MIN EMBED 16d @ 2" OC SIMPSON LS90 @ 12" OC 1/2" APA RATED SHEATHING EA FACE H Y 8d @ 3" OC 5/8" @ 12" OC HDG W/ 7" MIN EMBED (2) ROWS 16d @ 3" OC SIMPSON LS90 @ 8" OC 1/2" APA RATED SHEATHING EA FACE J Y 8d @ 2" OC 5/8" @ 8" OC HDG W/ 7" MIN EMBED (2) ROWS 16d @ 3" OC SIMPSON LS90 @ 6" OC 3/ S601 8/ S600 HORIZONTAL DIAPHRAGM SCHEDULE MARK SHEATHING MATERIAL BLOCKED EDGES FASTENER TYPE & SPACING 5/8" THICK 40/20 APA-RATED PLYWOOD NO 1/2" THICK 40/20 APA-RATED PLYWOOD OVER 2x T&G (SEE ) NO 3/4" THICK 16OC STURD-I-FLOOR APA-RATED SHEATHING NO NOTES: 1. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". 2. FOR SHEATHING OVER DECKING, SEE FOR ADDITIONAL RQMTS. 3. PROVIDE BOUNDARY NAILING (TYPE 4 ABOVE) INTO ALL SUPPORTING BEAMS, WALLS, JOIST BLOCKING, AND RIM BOARDS UNO. 4. GAP EDGES OF PANELS 1/8" WS1 WS2 WS3 1 8d @ 6" OC 2 8d @ 12" OC 3 N/A 4 8D @ 6" OC 2 1 PANEL EDGE NAILING AT SUPPORTED EDGES 2 FIELD NAILING 3 PANEL EDGE NAILING AT BLOCKED EDGES 4 BOUNDARY NAILING BEAM OR WALL DIAPHRAGM EDGE TRUSSES, RAFTERS OR JOISTS 2x FLAT BLOCKING AT UNSUPPORTED SHEATHING EDGES (WHERE REQD ~ SEE SCHEDULE) 1 3 4 YES 3/4" THICK 16OC STURD-I-FLOOR APA-RATED SHEATHING WS4 19/ S600 1 8d @ 6" OC 2 8d @ 12" OC 3 N/A 4 8D @ 6" OC 1 8d @ 6" OC 2 8d @ 12" OC 3 N/A 4 8D @ 6" OC 1 8d @ 6" OC 2 8d @ 12" OC 3 8d @ 6" OC 4 8D @ 6" OC 19/ S600 KING(S) TRIMMER(S) HEADER, SEE: SCHEDULE FOR SIZE NOTES: 1. HEADERS WITH 2 MEMBERS SHALL BE BUILT PER TYPE A REQUIREMENTS (EXCEPT AT 2x4 WALL). 2. HEADERS WITH 3 MEMBERS SHALL BE BUILT PER TYPE B REQUIREMENTS. 3. MULTIPLE STUDS SHALL BE NAILED TOGETHER PLATES TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE TYPE A HEADER PLATE TO MATCH STUD SIZE & GRADE HEADER MEMBERS PER SCHEDULE PLYWOOD SPACERS TYPE B HEADER JACK STUD SILL WOOD HEADER SCHEDULE MARK SIZE REMARKS HEADER KEY H2 - 22 # KING STUDS # TRIMMER STUDS HEADER MARK H1 (3) 2x6 -- H2 (3) 2x8 -- H3 (3) 2x10 -- H4 (3) 2x12 -- H5 (3) 1 3/4 x 5 1/2 LVL -- H6 (3) 1 3/4 x 7 1/4 LVL -- H7 (3) 1 3/4 x 9 1/4 LVL -- H8 (3) 1 3/4 x 11 7/8 LVL -- H9 (2) 2x8 -- 5 10d NAIL THRU EA STUD, TYP 9" TYP EA END 4" TYP 1-1/2" 2-1/2" 1-1/2" ASSEMBLY A (2) PCS. @ 1-3/4" ASSEMBLY B (3) PCS. @ 1-3/4" ASSEMBLY C (4) PCS. @ 1-3/4" 7" WIDE BEAMS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDES OF THE MEMBER ( TO MINIMIZE ROTATION) 2" 2" 2" 2" NOTES: 1. BOLTS ARE A307-36. FOLT HOLES = SAME DIAMETER AS BOLT. 2. USE WASHERS @ HEAD AND NUT. 3. USE (2) ROWS OF NAILS FOR BEAMS <12" NOMINAL. CORNER & INTERSECTION DTL 2 CORNER & INTERSECTION DTL 1 EN EN EN EN EN EN ADDNL STUDS AS REQD AT HOLD DOWN LOCS, TYP NOTES: 1. ALL WALL CORNERS & INTERSECTIONS MAY BE CONSTRUCTED PER DTL 1 UNLESS NOTED OTHERWISE IN EN EN SEE PLAN FOR STUD PACK, MIN (3) 2x6 STUDS (1) KING STUD w/(3) 16d NAILS SHIM AS REQ'D WEB BLOCKING AT TJI BM BEARING (2) 2x PL AT BM BEARING 12 GAGE STRAPS EACH SIDE SEE FOR SIM NAILING /12S600 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 9:43:47 AM C:\Proj\M15.1107-Reimers_Residence-RS16_Kmertens.rvt S601 REIMERS RESIDENCE WOOD FRAMING DETAILS KPM SJM PD M15.1107.S.01 M15.1107.S.01 08/12/16 1 1/2" = 1'-0" 8 HOLDDOWN AT STEEL BEAM 1 1/2" = 1'-0" 11 HOLD-DOWN AT PERP STEEL BEAM 1" = 1'-0" 4 STRAP HOLD-DOWN @ WOOD BEAM 3/4" = 1'-0" 3 TYP WOOD HOLDDOWN AT FND 1 1/2" = 1'-0" 7 TYP WOOD HOLD DOWNS AT FLOOR NO SCALE 10 TYP WOOD STRUCTURAL WALL & HOLDOWN SCHEDULES (8d) 3/8" = 1'-0" 15 TYP WOOD HORIZONTAL DIAPHRAGM SCHEDULE 8d 1 1/2" = 1'-0" 18 TYP WOOD WALL HEADER 1 1/2" = 1'-0" 12 SHEATHED BUILT UP POST NAILING 1 1/2" = 1'-0" 19 MULTIPLE-MEMBER CONNECTION C - - 340 680 B 280 415 380 760 A 370 555 505 1010 MULTIPLE ASSEMBLY TYPE (2) ROWS 10d COMMON WIRE @ 12"OC (3) ROWS 10d COMMON WIRE @ 12"OC (2) ROWS 1/2" BOLTS @24" OC (2) ROWS 1/2" BOLTS @12" OC TYPE 1 2 3 4 MAXIMUM UNIFORM LOAD APPLIED TO OUTSIDE BEAM (PLF) 1 1/2" = 1'-0" 16 TYP WOOD WALL CORNER & INTERSECTION 1 1/2" = 1'-0" 20 WOOD FRAMING SUPPORTING WOOD BEAM 09/16/2016 11/28/16