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HomeMy WebLinkAbout1676: A35 CL ROLLED, 6 A35 CL DRAWING NAME 211071S422.dwg8-1-11 7:47AM begn KEY MAP BEAM / HEADER SCHEDULE O 2— 2 X 8 2O 2 — 2 X 10 O 2 — 2 X 12 4O 3 — 2 X 12 O 3 1/2 X 9 1/4 PSL. O 3 1/2 X 11 1/4 PSL. O7 1 — 1 1/8 X 18 LSL O 2— 1 1/8 X 18 LSL O9 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 �� SIDE 13 6 3/4 X 18 GL ** — HSS 4X4X 1 /4 W/ ECC 7 1/8-0 WELDED TO TOP & BASE PLATE 0 BOTTOM 14 7 X 18 PSL D C6x8.2 15 5 1/4 X 11 1/4 PSL I/ 16 6 3/4 X 16 1/2 GL SIDE 17 5 1/8 X 10 1/2 GL POST SCHEDULE P1 _ 4X4 POST W/EPC44 0 TOP & BC40 ® BASE FRAMING NOTES: 1.) FLOOR FRAMING TO BE 18" DEEP TRUSSES ® 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. Pp.n BARRINGTON at CARMEL CARMEN, INDIANA CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCLAM, 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 i 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 Pater Pending and are the sole property of SCA Consulting Engineers. ISSUE DATES Design Development �L 111j.0 06-06-1 i Bid Issue xxxxx' Permit Issue 08-01-11 1 98, Construction Issue1 .Vt xxxxx f .. -045r. .°� Revisions FLOOR FRAMING THIRD FLOOR WING E Drawn LHB Project 211071 Check Sheet Date S4.22