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HomeMy WebLinkAbout174o! W, J LOW ROOF FRAMING BEAM / HEADER SCHEDULE O 2— 2 X 8 r�2 2 — 2 X 10 O 2 — 2 X 12 O4 3 — 2 X 12 O 3 1/2 X 9 1/4 PSL. O 3 1/2 X 11 1/4 PSL. 0 0 O 10 11 12 13 1 — 1 1/8 X 18 LSL 2 — 1 1/8 X 18 LSL 3 1/2 x 14 PSL 5 1/8 X 15 GL 5 1/8 X 16 1/2 GL 5 1/4 X 9 1/4 PSL 6 3/4 X 18 GL ** — HSS 4X4X1/4 W/ ECC 7 1/8-0 WELDED TO TOP & BASE PLATE BOTTOM 14 7 X 18 PSL 15 5 1/4 X 11 1/4 PSL 16 6 3/4 X 16 1/2 GL 17 5 1/8 X 10 1/2 GL POST SCHEDULE P1 _ AVA DUCT w /FPC`AA Cal TnP CUPOLA FRAMING TO BE: — 2X4 STUDS ® 16 " O.C. — SHEATHE W/ 1/2" WOOD STRUCTURAL PANEL W / 0.1480 X 3" NAILS ® 4" O.C. AT EDGES & 12" O.C. AT INTERIOR SUPPORTS. BLOCK ALL JOINTS. *— FASTEN CUPOLA TO TRUSSES BELOW W/ CS16X24" ® 48" O.C. & AT EACH CORNER W/ (8)-0.148"0 X 3" NAILS TO CUPOLA STUDS & (6)-0.148"0 X 3" NAILS TO TRUSS. KEY MAP -_-011 LOW ROOF FRAMING ROOF FRAMING NOTES: 1.) ROOF TRUSSES TO BE ® 24"o.c. (MAX.) 2.) SHADED WALLS INDICATE LOAD BEARING WALLS. 3.) OVERLAY FRAMING, IF USED, TO BE ROOF TRUSS VALLEY SET ONLY. 4.) G.T. = GIRDER TRUSS F.B. = FLUSH BEAM D.F. = DRAG FORCE "D.F. = --K" DENOTES DRAG FORCE AND DRAG TRUSS LOCATION. ADD TRUSSES AS NEEDED AT THESE LOCATIONS. 5.) FASTEN ROOF TRUSSES TO SUPPORTS ALL INT. & EXT. BEARING LOCATIONS ACCORDING TO ROOF UPLIFT SECTIONS ON S8.XX. 6.) ATTACH G.T. AS SHOWN ON UPLIFT SECTIONS ON S8.XX. 7.) FASTEN STRUCTURAL HEADERS/BEAMS ACCORDING TO UPLIFT SECTIONS ON S8.XX. 8.) AT UPLIFT ROD LOCATIONS, THE NUT SHALL BE RE—TIGHTENED PRIOR TO THE INSTALLATION OF THE INTERIOR WALL SHEATHING TO ACCOMODATE SHRINKAGE IN LUMBER. 9.) SHEAR WALL END HOLDOWN RODS SHALL BE USED IN LIEU OF THE ROOF UPLIFT RODS AT OPENINGS WHEN BOTH OCCUR AT THE SAME LOCATION. ALL OTHER HARDWARE SHOWN FOR OPENINGS SHALL BE INSTALLED 10.)PROVIDE (2) 2X8 ABOVE A/C OPENINGS TYPICAL Project BARRINGTON at CARMEL CARMEN, INDIANA CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATES, INC. 12511 Emily Court Sugar Land, Texas 77478 713.779.7252 800.422.7252 FAX: 713.779.1173 email: sca@scahouston.com www.scaengineers.com Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of service for the specific project for which it was prepared. Reuse, copying or modification of this document whether in hard copy or electronic format other than for the specific purpose intended, without written permission from SCA Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES t Design Development `++`+16r't�+ �1 06-06-11 � F'O F. B Bid Issue xxxxx Permit Issue .' 08-01-11Z. — a'EQD 1 ' s Construction — t Issue. xxxxx � t3 -.,� 11 A:�►• �� ��. Revisions ROOF FRAMING WING E Drawn LHB Project 211071 Sheet Check Date S6.12