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HomeMy WebLinkAboutS408 - WOOD FRAMING DETAILS4'-0" MAX AB SPACING 1'-0" MAX FROM END OF WALL 8d @ 6" AROUND PERIMETER OF PANEL FOUNDATION NOTES: 1. THIS DETAIL FOR NON SHEAR WALLS. 2. SEE SHEARWALL SCHEDULE FOR SHEAR WALL (SW) CONSTRUCTION. TOP PLATE OR BLOCKING @ PANEL EDGE TYPICAL @ ALL PANEL EDGES 8d @ 12" OC IN FIELD OF PANEL 2' - 0 1/8" END POST SEE SCHED HOLDOWN w/ ANCHOR ROD AND FASTENER HOLDOWN w/ ANCHOR ROD AND BOLT SILL PLATE END POST SEE SCHED END POST SEE SCHED CORNER w/ NAILS OR SDS SCREWS TO HOLDOWN CORNER w/ BOLTS TO HOLDOWN WOOD STUDS DOUBLE PLATES 16d NAILS @ EACH STUD (2) 16d @ EACH STUD WITHIN LAP LIMITS 16d NAILS @ 6" OC 3' - 0" MIN LAP PSL OR BUILT- UP BEAM DBLTOP PLATE (4) 16d NAILS ADDITIONAL 2x BUILT-UP COLUMN 6" 6" 6" 2 1/2" 6” 6” 6” MATCH STUD WALL 2x MATCH STUD WALL NAIL DRIVEN FROM OTHER SIDE NAIL DRIVEN FROM THIS SIDE NOTE: ALL NAILS ARE 12d PLYWOOD FILLER AS REQ’D TO MATCH STUD WALL THICKNESS TYPICAL BUILT-UP COLUMN TYPICAL BUILT-UP BEAM 1” TYP WOOD COLUMN - SEE PLAN SIMPSON POST BASE - SEE WOOD COLUMN SCHEDULE CONC PIER, WALL FTG, OR THICKENED SLAB T/CONC +(SEE PLAN) WOOD BEAM - SEE PLAN SIMPSON POST CAP - SEE WOOD COLUMN SCHEDULE WOOD COLUMN - SEE PLAN NOTE: USE "ECCENTRIC" POST CAP WHERE ONLY ONE BEAM FRAMES TO COLUMN 2" 2" 1 3/4" 10d @ 12" OC 3 1/2" WIDE, 2-PLY 2" 2" 1 3/4" 10d @ 12" OC 5 1/4" WIDE, 3-PLY 2" 2" 1 3/4" SDS 1/4"Ø x 6" @ 16" OC 7" WIDE, 4-PLY 1" APA PERFORMANCE RATED RIM BOARD TRUSS SHEATHING TRUSS BRG +(SEE PLAN) TOE NAIL TRUSS w/ (2) SIMPSON STRONG-DRIVE 'SDWC' TRUSS SCREWS (1 EACH FACE) SIMPSON 'A35' FRAMING ANGLE @ 1'-0" OC (OMIT @ SIM) 16d NAILS (PER SHEAR WALL SCHED) DOUBLE CAP PLATE SHEAR WALL SHEATHING (OMIT @ SIM) BRICK VENEER (OMIT @ SIM) WOOD FRAMED WALL (W, SW) WOOD FRAMED WALL (W, SW) TRUSS (TYP) 16D NAILS @ 12" OC WOOD FRAMED WALL (W, SW) WALL SHEATHING 16D NAILS @ 12" OC SHEATHING TRUSS BRG +(SEE PLAN) 2x4 BRIDGING @ 4'-0" OC VENEER - SEE ARCH (OMIT @ SIM) WOOD FRAMED WALL (W, SW) LADDER TYPE WOOD TRUSS - MATCH WALL FRAMING BELOW DBL CAP PLATE CMU WALL (MW) 1/2"Ø HILTI KWIK BOLT III @ 1'-4" OC STAGGERED (EMBED 3 1/2") PROVIDE ICE & WATER SHIELD BETWEEN LVL & CMU CONTACT SURFACES (2) COURSE BOND BEAM w/ (2) #5 CONT (1 TOP, 1 BOTTOM) 2x12 x CONT (TREATED) SHEATHING 2x4 BRIDGING @ 4'-0" OC WOOD TRUSS COAT INTERIOR FACE OF CMU WALL w/ XYPEX CRYSTALLINE WATER PROOFING (TYP) EXIST WALL SIMPSON 'DTT1Z' TENSION TIE - DRILL & EPOXY 1/2"Ø ANCHOR ROD INTO CMU WALL (EMBED 4") 2" WOOD FRAMED WALL (W, SW) - OMIT @ SIM 1" APA PERFORMANCE RATED RIM BOARD TOE NAIL TRUSS w/ (2) SIMPSON STRONG-DRIVE 'SDWC' TRUSS SCREWS (1 EACH FACE) TRUSS SIMPSON 'A35' FRAMING ANGLE @ 8" OC (TYP) 16d NAILS (PER SHEAR WALL SCHED) SHEATHING TRUSS DOUBLE CAP PLATE WOOD FRAMED WALL (W, SW) SHEAR WALL SHEATHING TRUSS BRG +(SEE PLAN) 16d NAILS (2 PER TRUSS) WALL BEYOND DECKING - SEE ARCH 2x10 RIM BOARD (TREATED) 2x10 JOIST (TREATED) 2x10 JOIST HANGER 3 1/2"x9 1/4" PSL PLUS BRICK VENEER (OMIT @ SIM) SHEATHING TRUSS 2x4 BRIDGING @ 4'-0" OC WALL FRAMING (W) LADDER TYPE TRUSS - MATCH WALL FRAMING BELOW SHEATHING TRUSS BRG SEE PLAN 1/2" DIA S.S ALL-THREAD TIE ROD @ 16" OC (OVERSIZE HOLE IN BRICK TO PREVENT BEARING) SIMPSON 'SDW' 2x12 x CONT (TREATED) SCREWS @ 12" OC (TOP & BOTTOM) CUT SHOULDER IN COLUMN FOR BEAM 3/4" DIA THRU- BOLTS (GALV) BALCONY COLUMN (SEE PLAN) (LOCATE COLUMN DIRECTLY BENEATH WOOD BEAM @ SIM) SIMPSON 'H2.5A' TIE @ EA JOIST WOOD BEAM (SEE PLAN) 1/2"Ø HILTI KWIK BOLT III @ 1'-4" OC STAGGERED (EMBED 3 1/2") PROVIDE ICE & WATER SHIELD BETWEEN LVL & CMU CONTACT SURFACES (2) COURSE BOND BEAM w/ (2) #5 CONT (1 TOP, 1 BOTTOM) SHEATHING 2x4 BRIDGING @ 4'-0" OC WOOD TRUSS COAT INTERIOR FACE OF CMU WALL w/ XYPEX CRYSTALLINE WATER PROOFING (TYP) TREATED 2x12 CONT CMU WALL (MW) (2) 2x6 xCONT (TREATED) w/ 1/2"Ø HILTI KWIK BOLT III @ 2'-0" OC EXIST WALL VERT CMU REINF (SEE SCHED) SIMPSON 'DTT1Z' TENSION TIE - DRILL & EPOXY 1/2"Ø ANCHOR ROD INTO WALL (EMBED 4") 2x12xCONT 2x4xCONT 16d NAILS @ 12" OC (TOP & BOTTOM) 10d NAILS @ 6" OC 6" WOOD FRAMED WALL (W) TRUSS BRG +(SEE PLAN) 2x12 BLOCKING BETWEEN TRUSSES (OMIT @ MECH DUCTS) SHEATHING TRUSS WOOD FRAMED WALL (W) 16D NAILS @ 12" OC (UNO) TOE-NAIL TRUSS w/ (2) SIMPSON STRONG - DRIVE 'SDWC' TRUSS SCREWS (1 EA FACE) TRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) 1" APA PERFORMANCE RATED RIM BOARD SHEATHING TRUSS SHEAR WALL SHEATHING WOOD FRAMED WALL (W, SW) 16D NAILS (PER SHEAR WALL SCHED) 16D NAILS (2 PER TRUSS) TOE NAIL TRUSS w/ (2) SIMPSON STRONG-DRIVE 'SDWC' TRUSS SCREWS (1 EACH FACE) DOUBLE CAP PLATE TRUSS BRG +(SEE PLAN) WOOD FRAMED WALL (W, SW) 5/8" OSB SHEATHING 2x4 BRACING @ 16" OC 2x6 NAILER SHEATHING TRUSS T/PARAPET +(SEE ARCH) 2x4 PARAPET FRAMING @ 16" OC 1" APA PERFORMANCE RATED RIM BOARD SHEATHING VENEER - SEE ARCH TOE-NAIL TRUSS w/ (2) SIMPSON STRONG - DRIVE 'SDWC' TRUSS SCREWS (1 EA FACE) WALL BEYOND DECKING - SEE ARCH 2x8 RIM BOARD (ROUGH-CUT CEDAR) 2x10 JOIST (ROUGH-CUT CEDAR) SIMPSON 'ML24Z' ANGLE (EA FACE) 3 1/2"x9 1/4" PSL PLUS BRICK VENEER SHEATHING TRUSS 2x4 BRIDGING @ 4'-0" OC WALL FRAMING (W) LADDER TYPE TRUSS - MATCH WALL FRAMING BELOW SHEATHING TRUSS BRG SEE PLAN 1/2" DIA S.S ALL-THREAD TIE ROD @ 16" OC (OVERSIZE HOLE IN BRICK TO PREVENT BEARING) 2x12 x CONT (TREATED) SIMPSON 'SDW' SCREWS @ 12" OC (TOP & BOTTOM) SIMPSON 'H2.5A' TIE @ EA JOIST TREATED BLOCKING 2x10 BLOCKING BETWEEN JOISTS (ROUGH-CUT CEDAR) WOOD FRAMED SHEAR WALL (SW) 4 1/2" SIMPSON STRONG DRIVE 'SDWC' TRUSS SCREWS @ 6" OC STAGGERED 3/4" PLYWOOD SHIM 3 1/2" x 11 1/4" PSL GIRT - CONT FULL LENGTH OF STAIR WELL OPENING NOTE: (2) PLY 1 3/4" x 11 1/4" LVL MAY BE USED IN LIEU OF PSL ATTACH PSL GIRT TO FLOOR FRAMING w/ (2) SIMPSON 'ML24Z' FRAMING ANGLES EACH END SIMPSON 'CS14' COIL STRAP (EACH FACE) @ 16" OC SHEATHING WOOD FRAMED WALL (W, SW) 1' - 7" 1' - 7" 6" SIMPSON STRONG DRIVE 'SDWC' TRUSS SCREWS @ 6" OC STAGGERED 1" APA PERFORMANCE RATED RIM BOARD TRUSS SHEATHING TRUSS BRG +(SEE PLAN) TOE NAIL TRUSS w/ (2) SIMPSON STRONG- DRIVE 'SDWC' TRUSS SCREWS (1 EACH FACE) SIMPSON 'A35' FRAMING ANGLE @ 1'-0" OC 10d NAILS @ 6" OC DOUBLE CAP PLATE SHEAR WALL SHEATHING (SEE SCHED) WOOD FRAMED WALL (W, SW) 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED H EREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) By: Developer: Project: WOOD FRAMING DETAILS S408 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 SCALE: 3/4" = 1'-0" S408 TYPICAL PLYWOOD SHEARWALL 1 SCALE: 1 1/2" = 1'-0" S408 SILL PLATE DETAIL @ HOLDOWN 2 SCALE: 3/4" = 1'-0" S408 TYP DOUBLE TOP PLATE SPLICE 3 SCALE: 3/4" = 1'-0" S408 TYPICAL BEAM BEARING 4 SCALE: 3/4" = 1'-0" S408 TYPICAL BUILT UP MEMBERS 5 SCALE: 3/4" = 1'-0" S408 POST BASE DETAIL 6 SCALE: 3/4" = 1'-0" S408 POST CAP DETAIL 7 SCALE: 1 1/2" = 1'-0" S408 BUILT-UP PSL BEAMS 8 No. Date Description SCALE: 3/4" = 1'-0" S408 WALL SECTION 9 SCALE: 3/4" = 1'-0" S408 WALL SECTION 10 SCALE: 3/4" = 1'-0" S408 SECTION 11 SCALE: 3/4" = 1'-0" S408 SECTION 12 SCALE: 3/4" = 1'-0" S408 SECTION 13 SCALE: 3/4" = 1'-0" S408 SECTION 14 SCALE: 3/4" = 1'-0" S408 SECTION 16 SCALE: 3/4" = 1'-0" S408 SECTION 18 SCALE: 3/4" = 1'-0" S408 SECTION 20 SCALE: 3/4" = 1'-0" S408 BALCONY SECTION 17 SCALE: 3/4" = 1'-0" S408 WALL SECTION 19 SCALE: 3/4" = 1'-0" S408 ROOF SECTION 15 04/16/18 Nick Mishler