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HomeMy WebLinkAboutS554FASTEN ROOF TRUSS END CAP SHEATHING TO UPPER TOP PLATE OF WALL. EXTERIOR WALL FRAMING PER PLAN AND DETAILS. FOR WALL SHT'G SEE PLANS AND SCHEDULES. SIMPSON SDWC SCREW TYP. AT EACH TRUSS. DOUBLE TOP PLATE -NAIL PLATES TOGETHER WITH 0.131x3" NAILS AT SAME NAIL SPACING AS WALL SHEATHING.PER ARCH.PER ARCH.PER ARCH.TOWER BUILT INTO TRUSS ROOF SHEATHING DIMENSIONS SHOWN ARE MINIMUMS AND MAXIMUMS. SEE ARCHITECTURAL DETAILS FOR EXACT DIMENSIONS.PER ARCH.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 APPLY SAME SHEATHING AND SHEATHING FASTENING AS FOR WALL BELOW EXTEND SHEATHING ONTO THE UPPER TOP PLATE AND FASTEN AS FOR THE SHEATHING ON THE WALL BELOW. BUILD PARAPET SHAPE INTO TRUSS. SEE ARCHITECTURAL DETAILS. 2x8 TRUSS END VERTICAL BRACE BUILT INTO TRUSS 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 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 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. TALL TRUSS, REFER ARCH FOR TRUSS PROFILE. CONTINUE OSB SHEATHING UP TO TOP OF TALL TRUSS. 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 12:08:40 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S554 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 3/4" = 1'-0" 1 BUILDING A CENTRAL ROOF TOWER FRAMING 3/4" = 1'-0" 2 TALL PARAPET W/ TRUSS PERPENDICULAR 3/4" = 1'-0"3 ROOF TRUSS AT BUILDING B ENDS 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21