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HomeMy WebLinkAboutS555SIMPSON SDWC SCREW TYP. AT EACH TRUSS ROOF TRUSSES EXTERIOR WALL FRAMING PER PLAN AND DETAILS. FOR WALL SHEATHING SEE PLANS & SCHEDULES DOUBLE TOP PLATE -NAIL PLATES TOGETHER w/ 0.131" x 3" NAILS @ SAME NAIL SPACING AS WALL SHT'G. ROOF SHEATHING EXTEND SHEATHING ONTO THE UPPER TOP PLATE AND FASTEN AS FOR THE SHEATHING ON THE WALL BELOW. SAME SHEATHING & FASTENING AS THE WALL BELOW. MIN. 2X4 OR LARGER RIBBON BOARD IN END OF TRUSS. FASTEN ROOF DECK PER THE DIAPHRAGM SCHEDULE. FASTEN TRUSS END CAP SHEATHING AS FOR THE WALL SHEATHING BELOW. SIMPSON SDWC SCREW TYP. AT EACH TRUSS ROOF TRUSSES EXTERIOR WALL FRAMING PER PLAN AND DETAILS. FOR WALL SHEATHING SEE PLANS & SCHEDULES DOUBLE TOP PLATE -NAIL PLATES TOGETHER w/ 0.131" x 3" NAILS @ SAME NAIL SPACING AS WALL SHT'G. ROOF SHEATHING BUILD PARAPET INTO THE TRUSS AS SHOWN. APPLY SAME SHEATHING AND SHEATHING FASTENING AS FOR WALL BELOW48" MAX. W/ 2x6 #2 SPF OR SP60" MAX. W/ 2x6 1650 Fb MSREXTEND SHEATHING ONTO THE UPPER TOP PLATE AND FASTEN AS FOR THE SHEATHING ON THE WALL BELOW. APPLY SAME SHEATHING AND SHEATHING FASTENING AS FOR WALL BELOW FASTEN ROOF DECK TO EACH OF THE TWO LEDGERS w/ 0.131"x3" NAILS 4" O.C. FIRE BLOCKING & / OR SHEATHING BLOCKING AS REQ'D.EXTERIOR WALL FRAMING TO TOP OF PARAPET WITH SIZE AND SPACING PER PLAN AND DETAILS. FOR WALL SHT'G. SEE PLANS & SCHEDULESALL PARAPETS WITH ROOFTRUSSES PARALLEL TO BEFRAMED USING A TALLWALL FROM THE FLOOROF THE STORY BELOW.(2) 2X6 #2 SPF LEDGER. FASTEN TO EACH STUD WITH (2) 1/4x6 SIMPSON SDS SCREWS(SDS25600) ROOF TRUSSES HEADER WHEN/WHERE PRESENT. IN THESE TALL PARAPET WALLS HEADERS MUST BE AT THE TOP OF THE OPENING. TO MAKE UP FOR DISCONTINUITY OF FULL HEIGHT STUDS CAUSED BY THE OPENING; ADD (1) ADDITIONAL FULL HEIGHT STUDS (KING STUDS) EACH SIDE OF OPENINGS UP TO 36" WIDE, ADD (2) ADDITIONAL FULL HEIGHT STUDS (KING STUDS) EACH SIDE OF OPENINGS UP TO 72" WIDE. CAP THE DOUBLE DEMISING WALL WITH 7/16" OSB PIECES BETWEEN THE TRUSSES AS SHOWN AND FASTEN TO BOTH WALLS W/ 0.131"X3" NAILS 4" O/C. TRUSS BOTTOM CHORD 2x_ BLOCKING BETWEEN THE ENDS OF THE TRUSSES ON ONE SIDE OF THE TRUSS END CAP VERTICAL SHEATHING LOCATED AS SHOWN. FASTEN THE VERTICAL SHEATHING TO THE BLOCKING AND THE BLOCKING TO THE WALL BELOW W/ 0.131"X3" NAILS 4" O/C. FOR TRUSS TIE TREATMENT SEE OTHER DETAILS & NOTES. TRUSS TIES NOT SHOWN FOR CLARITY.2x4 DEMISING WALLS & SHEAR WALLS 7/16" VERTICAL OSB BETWEEN ENDS OF TRUSS. FASTEN TO BLOCKING AT THE BOTTOM, TRUSS ENDS, AND RIBBON BOARD AT THE TOP W/ 0.131"X3" NAILS 4" O/C. BLOCK AND NAIL ALL SHT'G JOINTS. TRUSS END VERTICALSCONTINUOUS 2x_ RIBBON BOARD IN RIBBON NOTCH IN END OF TRUSSES. FASTEN THE ROOF DECK AND THE 7/16" VERTICAL SHEATHING BETWEEN THE TRUSS ENDS TO THE RIBBON BOARD W/ 0.131"X3" NAILS 4" O/C. TRUSS TOP CHORDS ROOF DECKING TRUSS BOTTOM CHORD 2x_ BLOCKING BETWEEN THE ENDS OF THE TRUSSES ON ONE SIDE OF THE TRUSS END CAP VERTICAL SHEATHING LOCATED AS SHOWN. FASTEN THE VERTICAL SHEATHING TO THE BLOCKING AND THE BLOCKING TO THE WALL BELOW W/ 0.131"X3" NAILS 4" O/C. FOR TRUSS TIE TREATMENT SEE OTHER DETAILS & NOTES. TRUSS TIES NOT SHOWN FOR CLARITY. 2x6 CORRIDOR SHEAR WALL 7/16" VERTICAL OSB BETWEEN ENDS OF TRUSS. FASTEN TO BLOCKING AT THE BOTTOM, TRUSS ENDS, AND RIBBON BOARD AT THE TOP W/ 0.131"X3" NAILS 4" O/C. BLOCK AND NAIL ALL SHT'G JOINTS. TRUSS END VERTICALS CONTINUOUS 2x_ RIBBON BOARD IN RIBBON NOTCH IN END OF TRUSSES. FASTEN THE ROOF DECK AND THE 7/16" VERTICAL SHEATHING BETWEEN THE TRUSS ENDS TO THE RIBBON BOARD W/ 0.131"X3" NAILS 4" O/C. TRUSS TOP CHORDS ROOF DECKING WHERE THE WALL BELOW IS NOT A SHEAR WALL, THE RIBBON BOARD AT THE TOP, BLOCKING BETWEEN TRUSSES AT THE BOTTOM, & SHEATHING BETWEEN THE TRUSS ENDS IS NOT REQUIRED FOR STRUCTURAL PURPOSES. HOWEVER, THE SHEATHING MAY BE REQUIRED AS A DRAFTSTOP. SEE ARCHITECTURAL DRAWINGS FOR DRAFTSTOP LOACTIONS. TRUSS BOTTOM CHORD 2x_ BLOCKING BETWEEN THE ENDS OF THE TRUSSES ON ONE SIDE OF THE TRUSS END CAP VERTICAL SHEATHING LOCATED AS SHOWN. FASTEN THE VERTICAL SHEATHING TO THE BLOCKING AND THE BLOCKING TO THE WALL BELOW W/ 0.131"X3" NAILS 4" O/C. FOR TRUSS TIE TREATMENT SEE OTHER DETAILS & NOTES. TRUSS TIES NOT SHOWN FOR CLARITY. 2x_ SHEAR WALLS PER PLAN & SCHEDULE 7/16" VERTICAL OSB BETWEEN ENDS OF TRUSS. FASTEN TO BLOCKING AT THE BOTTOM, TRUSS ENDS, AND RIBBON BOARD AT THE TOP W/ 0.131"X3" NAILS 4" O/C. BLOCK AND NAIL ALL SHT'G JOINTS. TRUSS END VERTICALS CONTINUOUS 2x_ RIBBON BOARD IN RIBBON NOTCH IN END OF TRUSSES. FASTEN THE ROOF DECK AND THE 7/16" VERTICAL SHEATHING BETWEEN THE TRUSS ENDS TO THE RIBBON BOARD W/ 0.131"X3" NAILS 4" O/C. TRUSS TOP CHORDS ROOF DECKING ROOF TRUSSES W/ Truss at Shear Wall With Truss up to 6" From Wall With Shear Wall Between Trusses SHEAR WALL ROOF TRUSS SHEAR WALL ROOF TRUSS ROOF SHEATHING 0.131"x3" NAILS @ 6' O.C. ROOF SHEATHING ROOF TRUSS NOTE: THE TRUSS DESIGNER SHALL DESIGN THE TRUSSES AT SHEAR WALLS AS DRAG-STRUTS FOR AN UNFACTORED SHEAR LOAD OF 220 PLF AT DOUBLE DEMISING WALL, NAIL BLOCKING TO BOTH WALLS. WITH DOUBLE DEMISING/SHEAR WALL, USE 24" o/c FLAT BLOCKING PERPENDICULAR TO WALL METHOD SHOWN AT RIGHT, NOT THIS METHOD 0.131"x3" TOE NAILS @ 6" o/c EACH SIDE 2x8, 2x10, OR 2x12 # 2 SYP CONTINUOUS ON TOP OF SHEAR WALL 0.131"x3" NAILS AT 6" o/c. (4) 0.131" x 3" NAILS. SHEAR WALL (4) 0.131"x 3" NAILS DIAG. 2x4 BRACIN G 2x8 #2 SYP FLAT AT 24" o/c ALONG TOP OF WALL (6) 0.131"x 3" NAILS AT EA. 2x8 ROOF SHEATHING CMU WALL MULTIPLE 2x_ #2 SPF OR SP PLATES (3 MIN.) AS NEEDED TO CREATE 0.25/12 MIN. PITCH. FASTEN EACH PLATE TO THE ONE BELOW WITH 3 ROWS OF 0.131" x 3" NAILS AT 6" O.C. CMU WALL 3/4" ROOF DECK 2x10 #2 SP @ 16" O/C MAIN ROOF DECK GWB RATED CAP -SEE ARCHITECTURAL DRAWINGS 2x_ PLATE 5/8" TITEN HD AT 32" O.C. 5/8" TITEN HD AT 32" O.C.12'-8" MIN. FROM BOTTOMOF HOIST BEAM TOFINISHED FLOOR BELOW. COORD. w/ ARCH. VERIFYw/ ELEVATOR SUPPLIERW8x24 HOIST BEAM 16'-3" MAXIMUM w/ 2x10 JOISTS -SEE PLAN AND ARCHITECTURAL CONTINUOUS 2x4 LEDGER BOARD. FASTEN LEDGER TO THE CMU WALL W/ (2) ROWS OF 1/4"x3" MASONRY SCREWS 8" o/c. FASTEN THE ROOF DECK TO THE RIBBON BOARD W/ 0.131"X3" NAILS 3" o/c. MAIN ROOF DECK CONTINUOUS 2x4 LEDGER BOARD. FASTEN LEDGER TO THE CMU WALL W/ (2) ROWS OF 1/4"x3" MASONRY SCREWS 8" o/c. FASTEN THE ROOF DECK TO THE RIBBON BOARD W/ 0.131"X3" NAILS 3" o/c. (2) 2x10 #2 SP LEDGER. FASTEN LEDGER PLIES TOGETHER W/ (3) ROWS OF 0.131" x 3" NAILS 4" o/c. CONNECT THE LEDGER TO THE FULLY GROUTED CMU WALL WITH (2) ROWS OF 5/8" DIA. ADHESIVE ANCHORS OR 8" LONG TITEN HD SCREW ANCHORS AT 12" o/c. ELEVATOR OR STAIR CMU WALL A WOOD WALL IF PRESENT IS NOT TO BE USED AS A BEARING WALL. TRUSS BOTTOM CHORD TRUSS END VERTICALS ROOF DECKING CONTINUOUS 2x4 RIBBON BOARD IN RIBBON NOTCH IN END OF TRUSSES. FASTEN LEDGER TO THE CMU WALL W/ (2) ROWS OF 1/4"x3" MASONRY SCREWS 8" o/c. FASTEN THE ROOF DECK TO THE RIBBON BOARD W/ 0.131"X3" NAILS 3" o/c. ROOF TRUSS AT ALL BEARINGS OF ALL ROOF TRUSSES TIE THE TRUSS TO THE WALL USING A SIMPSON SDWC SCREW. INSTALL THE SDWC SCREW AS SHOWN UP THRU THE CENTER OF THE TOP PLATES. NO OTHER SIMILAR SCREW PRODUCT MAY BE USED. NOTE: USE THE INSTALLATION STRAIGHT UP THRU THE CENTER OF THE TOP PLATES SHOWN HERE AS THE "PRIMARY" INSTALLATION METHOD. ROOF TRUSS WHERE A TRUSS FALLS AT A STUD AND THE SCREW MUST BE INSTALLED AT AN ANGLE THRU THE FRONT OF THE TOP PLATES AS SHOWN, A SECOND SDWC SCREW INSTALLED IN A TOE-NAIL FASHION AT A 30 DEG. ANGLE STARTING 3" FROM THE TOP OF THE STUD MUST BE USED TO TIE THE STUD TO THE PLATES. ROOF TRUSS WHERE A TRUSS FALLS AT A BEAM THE SCREW MUST BE INSTALLED AT AN ANGLE THRU THE BEAM AS SHOWN IN A TOE- NAIL FASHION AT A 30° ANGLE STARTING 3" FROM THE TOP OF THE BEAM. 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 8/20/2021 12:08:41 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S555 WOOD FRAMING DETAILS AND SECTIONS The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 NOT TO SCALE1ROOF TRUSS END AT EXT. WALL NOT TO SCALE 2 PARAPET CONSTRUCTION AT END OF TRUSS NOT TO SCALE 3 PARAPET WALL w/ TRUSS PARALLEL NOT TO SCALE4SHEAR WALL AT DBL. WALL W/ ROOF TRUSS PERP. NOT TO SCALE 5 SHEAR WALL AT 2x6 CORRIDOR WALL WITH TRUSS PERP. NOT TO SCALE6SHEAR WALL CONNECTION TO ROOF DECK, TRUSS EACH WAY NOT TO SCALE7SHEAR WALL CONNECTION TO ROOF DECK W/ TRUSS PARALLEL NOT TO SCALE 8 SECTION AT TOP OF ELEVATOR SHAFT NOT TO SCALE9 ROOF TRUSS SUPPORT AT CMU WALL NOT TO SCALE10TYPICAL ROOF TRUSS TIE DETAIL 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21