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HomeMy WebLinkAbout171HOLDOWN SYSTBiA LEVEL O O O O O 3 1/2.0 THREADED ROD 1/2.0 THREADED ROD 1/2.0 THREADED ROD (2) 1/2.0 THREADED ROD (2) 1/2.0 THREADED ROD 2 1/2.0 TH DED ROD 1/2.0 TIIIREADED ROD (2) 1/ " THREADED OD (2) 1/2.0 THREADED ROD (2) 5/8.0 THREADED ROD (2) 5/8 ROD (2) 5/8.0 THREADED ROD ED ROD DRAWING NAME Drawingl.dwg 7-29-11 6:13PM begna SHEAR WALL NOTES e- DENOTES SHEAR WALL TYPE & LEVEL 1 A - LETTER INDICATES HOLDOWN TYPE. (NUMBER INDICATES NUMBER OF LEVELS) - SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. XXX DENOTES CTDS HOLDOWN ANCHOR. - INDICATES SHEAR WALL HOLDOWN CONTINUOUS FROM BELOW. 1.) ALL HOLDOWN CALLOUTS ARE SHOWN ON THE LOWEST LEVEL THEY APPEAR. 2.) HOLDOWN HARDWARE TO BE 'SIMPSON' OR EQUAL. ALL NAILS SHALL BE COMMON NAILS AS SPECIFIED BY MANUF. ALL PRODUCTS SHALL BE INSTALLED PER THE MAUNFACTURER'S SPECIFICATIONS. 3.) SHEAR WALL SHEATHING SHALL EXTEND FROM BOTTOM PLATE TO TOP PLATE. 4.) SHEAR WALL SHEATHING MAY BE PLACED ON EITHER FACE OF STUDS BUT MUST ATTACH DIRECTLY TO THE STUDS. 5.) WHEN W.S.P. SHEATHING OCCURS AT PARTY WALLS THE SHEATHING SHALL BE PLACED IN THE AIR SPACE BETWEEN THE WALLS. 6.) IF SHEAR WALL SHEATHING IS ATTACHED TO THE FACE OF THE STUDS THAT HAS A LEDGER, ADDITIONAL 2X BLOCKING MAY BE REQUIRED TO EDGE NAIL THE TOP OF THE SHEATHING. 7.) W.S.P. = WOOD STRUCTURAL PANEL (PLYWOOD OR OSB) r;•I • :1•► Project BARRINGTON at CARMEL CARMEN, INDIANA •• ti NJA• •• �- . CONSULTING ENGINEERS STRUCTURAL CONSULTANTS ASSOCIATFS, 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 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 Bid Issue xxxxx Permit Issue 08-01-11 Construction Issue xxxxx Revisions BRACING PLAN LEVEL 1 WING F,G&H SCALE: 3/32' = Y -W Drawn LHB Project 211071 C Sheet Check Date S5.13