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HomeMy WebLinkAbout165' ALL INTERIOR AND EXTERIOR WALLS NOT CALLED OUT ON PLAN SHALL BE TYPE W1, U.N.O. POST LOADING SCHEDULE ALL LOADS ARE IN KIPS DL LL TL DL LL TL W1 0.6 0.2 0.8 W2 1.1 0.9 2 W3 1.1 1.2 2.3 W4 1.3 1.1 2.4 W5 1.3 1.5 2.8 W6 1.7 1.6 3.3 W7 1.3 2.3 3.6 W8 1.9 2 3.9 W9 2.7 2.3 5 W110 1.9 3.5 5.4 W11 1.2 4.4 5.6 ' ALL INTERIOR AND EXTERIOR WALLS NOT CALLED OUT ON PLAN SHALL BE TYPE W1, U.N.O. POST LOADING SCHEDULE ALL LOADS ARE IN KIPS DL LL TL P1 2 3 5 P2 3 5 8 P3 4 6 10 P4 6 9 15 P5 7 10 17 6X6 POST @ 1ST FLR. W/ ECC60 CAP & HDQ8-SDS3 HOLDOWN " ALL BALCONY POST LOCATIONS NOT CALLED OUT ON PLAN SHALL BE TYPE P1, U.N.O. J DRAWING NAME 211071S413.dwg8-1-11 7:47AM begnau KEY MAP BEAM / HEADER SCHEDULE D 2- 2 X 8 D 2 - 2 X 10 35D 2 - 2 X 12 D 3 - 2 X 12 D 3 1/2 X 9 1/4 PSL. J 3 1/2 X 11 1/4 PSL. D 1- 1 1/8 X 18 LSL 3� 2- 1 1/8X 18 LSL LOW ROOF FRAMING - SEE 86.01 FOR NOTES �n9 3 1/2 x 14 PSL 51/8X 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 7 X 18 PSL 5 1/4X 1 1 1/4 PSL 6 3/4 X 16 1/2 GL 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 ® 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 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.scaengmeers.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 ii 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 ��11►ttru►1 t>> 06-06-11`��,, F• E31 Bid Issue S, tiSTE xXXXX Permit Issue 08-01-1110Q 1 98, e Construction ! r Issue j • xXXXX Revisions FLOOR FRAMING SECOND FLOOR WINGS F, G, AND H Drawn LHB Project 211071 Check Sheet Date S4.13