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HomeMy WebLinkAboutB17-0285_S-601_1507155420.pdfMARK 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 INTERIOR STRUCTURAL WOOD WALLS SHALL BE W1-A, UNO. ALL EXTERIOR STRUCTURAL WOOD WALLS SHALL BE W1-B, UNO. 2. PLYWOOD SHEATHING TO BE APA-RATED SHEATHING. RE: GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. PLYWOOD SHEATHING NAILS SHALL BE INSTALLED A MINIMUM OF 3/8" FROM PANEL EDGES. 4. PLYWOOD SHEATHING NAILS TO BE COMMON. 5. AT PLYWOOD SHEATHING, USE 8d NAILS @ 12" OC FOR FIELD NAILING. 6. ALL PLYWOOD SHEATHING TO BE BACKED WITH 2" NOMINAL OR WIDER MEMBERS. NAILS SPACED AT 2" OC OR LESS SHALL BE BACKED WITH 3" NOMINAL OR WIDER MEMBERS 7. CONNECT SHEAR PANELS DIRECTLY TO STUDS. 8. ALL WALL NAILING AT WALLS, INCLUDING HEADERS, BLOCKING, RIMBOARDS, ETC. SHALL CONFORM TO REQUIREMENTS OF NAILING SCHEDULE IN IBC [2012, TABLE 2304.9.1] [2015, TABLE 2304.10.1] 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 HOLDOW 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 STRUCTURAL WOOD WALL 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 SIMPSON SSTB16 (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 @ 4" OC 5/8" @ 48" OC HDG W/ 7" MIN EMBED 16d @ 4" OC SIMPSON A34 @ 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 A34 @ 16" OC 1/2" APA RATED SHEATHING C Y 8d @ 4" OC 5/8" @ 30" OC HDG W/ 7" MIN EMBED 16d @ 4" OC SIMPSON A35 @ 12" OC 1/2" APA RATED SHEATHING D Y 8d @ 3" OC 5/8" @ 24" OC HDG W/ 7" MIN EMBED 16d @ 3" OC SIMPSON A35 @ 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 A35 @ 9" OC 7 HDU4-SDS2.5 SIMPSON SB5/8x24 (2) DF#2 STUDS 8 HDU5-SDS2.5 SIMPSON SB5/8x24 (2) DF#2 STUDS 9 HDU8-SDS2.5 SIMPSON SSTB28 (3) DF#2 STUDS 1/2" APA RATED SHEATHING EA FACE F Y 8d @ 4" OC 5/8" @ 16" OC HDG W/ 7" MIN EMBED 16d @ 2" OC SIMPSON A35 @ 6" OC 1/2" APA RATED SHEATHING EA FACE G Y 8d @ 3" OC 5/8" @ 12" OC HDG W/ 7" MIN EMBED (2) ROWS 16d @ 3" OC SIMPSON A35 @ 6" OC 1/2" APA RATED SHEATHING EA FACE H Y 8d @ 2" OC 5/8" @ 8" OC HDG W/ 7" MIN EMBED (2) ROWS 16d @ 3" OC SIMPSON A34 @ 3" OC 6/S-600 3/S-601 WOOD NAILER AT STEEL SEE . 3/S-602 (2) 0.177"Ø PAF @ 16" OC (2) 0.177"Ø PAF @ 12" OC (2) 0.177"Ø PAF @ 8" OC (2) 0.177"Ø PAF @ 6" OC (2) 0.177"Ø PAF @ 3" OC (2) 0.177"Ø PAF @ 4" OC (2) 0.177"Ø PAF @ 3" OC (2) 0.177"Ø PAF @ 2" OC 8" MIN STEMWALL 6" MIN STEMWALL 6" MIN STEMWALL 6" MIN STEMWALL -- -- -- -- -- -- NOTE 6 -- -- NOTE 6 -- -- -- -- HOLDOWN W1-B6 EXTENTS OF WOOD SHEAR WALL ABOVE FLOOR PER PLAN VIEW SHEAR WALL TAG PER PLAN HORIZONTAL DIAPHRAGM SCHEDULE MARK SHEATHING MATERIAL BLOCKED EDGES FASTENER TYPE & SPACING 5/8" THICK 40/20 APA-RATED SHEATHING NO 5/8" THICK 40/20 APA-RATED SHEATHING NO 3/4" THICK 24OC APA RATED STURD-I-FLOOR YES 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. WS1 WS2 WS3 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 24OC APA RATED STURD-I-FLOOR WS4 12/S-601 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 1 8d @ 6" OC 2 8d @ 12" OC 3 8d @ 6" OC 4 8d @ 6" OC 1 8d @ 6" OC 2 8d @ 12" OC 3 N/A 4 8d @ 6" OC 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 8/S-601 8/S-601 8/S-601 (2) STUDS MIN AT ENDS OF SHEAR WALL, TYP AT HOLD DOWN THREADED ROD THRU JOIST 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 JOIST SPACE SOLID AT HOLD DOWN BLOCK JOIST SPACE SOLID AT STRAP 8/S-601 8/S-6011'-0 3/4" 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 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: 11/S-601 © 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. 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. 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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 11:49:33 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-601 TYP WOOD DETAILS NO SCALE 8 TYP WOOD STRUCTURAL WALL & HOLDOWN SCHEDULES NO SCALE 11 TYP WOOD HORIZONTAL DIAPHRAGM SCHEDULE NO SCALE 3 TYP WOOD HOLDDOWN AT FND NO SCALE 6 TYP WOOD HOLD DOWNS AT FLOOR 1 1/2" = 1'-0" 9 WOOD FRAMING SUPPORTING WOOD BEAM 3/8" = 1'-0" 12 TYP EXPOSED DECK NO. ISSUE DATE 7/21/2017 10/04/17