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HomeMy WebLinkAbout1646X6 POST W/ A35 CLIP EA. SIDE T&B C6X8.2 ROLLED C6X8.2 -J C6X8.2 6X6 POST W/ A35 CLIP EA. SIDE T&B 6X6 POST W/ A35 CLIP EA. SIDE T&B C6X8.2 ROLLED C6X8.2 C6X8.2 6X6 POST W/ A35 CLIP EA. SIDE T&B KEY MAP BEAM / HEADER SCHEDULE TRUSSES CSD 24" O.C. MAX. U.N.O. TRUSS MANUF. TO DESIGN TRUSS LAYOUT TO AVOID O1 2 — 2 X 8 O2 2 — 2 X10 t�3 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. O 1— 1 1/8 X 18 LS L 0 2 — 1 1/8 X 18 LSL O 3 1/2 x 14 PSL 10 5 1/8 X 15 GL 11 5 1/8 X 16 1/2 GL 12 5 1/4 X 9 1/4 PSL 13 6 3/4 X 18 GL ISSUE DATES ** — HSS 4X4X1/4 W/ Bid Issue ECC 7 1/8-0 WELDED TO Permit Issue TOP & BASE PLATE CSD Issue BOTTOM XXXXX 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 — 4X4 POST W/EPC44 ® TOP & BC40 ® BASE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES CSD 24" O.C. MAX. U.N.O. TRUSS MANUF. TO DESIGN TRUSS LAYOUT TO AVOID CONFLICTS WITH PLUMBING AND MECHANICAL REQUIREMENTS. 2.) BALCONY FRAMING TO BE 2X10 JOISTS ® 16" O.C. W/ 2X6 T&G WOOD DECKING. 3.) CORRIDOR FRAMING TO BE 2X10 JOISTS ® 16" O.C. 4.) STAIR LANDING & WALKWAY FRAMING TO BE 2X10 JOISTS @ 16" O.C. 5.) SHADED WALLS INDICATE LOAD BEARING WALLS. 6.) ALL BEAMS SHALL BE FLUSH (U.N.O. ON PLAN). HEADERS SHALL BE AT TOP OF OPENING (U.N.O. ON PLAN). 7.) G.T. = GIRDER TRUSS F.B. = FLUSH BEAM OR HEADER 8.) THE ESTIMATED SHRINKAGE FOR THE WOOD FRAMING IS 3/4". GENERAL CONTRACTOR SHALL COORDINATE W/ OTHER TRADES. REFER TO WOOD SHRINKAGE NOTE FOR ADDITIONAL INFORMATION. 8.) PROVIDE (2) 2X8 ABOVE A/C OPENINGS TYP. 9.) FASTEN SILL PLATE TO HOLLOW CORE PLANK W/ 1/2-0 X 2 3/4" EMBEDMENT TITEN HD ANCHORS ® 24" O.C. Project BARRINGTON at CARMEL CARMEN, INDIANA LECESM CONS 1 f7W 1 M\ 00IYI A 1 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 Design Development 06-06-11 �willi'ruittt F. B �h Bid Issue XXXXx `4g` �:.-&jST9 1p Permit Issue 08-01-11pQ Construction 1 9$ e ! Issue XXXXX i s j!!N!••a ONA• �rl�ttttaT �'��tt� Revisions FLOOR FRAMING SECOND FLOOR WING E Drawn LHB Project 211071 Sheet Check Date S4,12