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HomeMy WebLinkAbout169ngl.dwg /-29— H0LD0WN SYSTEM 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 2 1/2"0 THREADED ROD 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 1/2"0 THREADED ROD (2) 5/8"0 THREADED ROD 1 1 1 1/2.0 THREADED ROD (2) 1/2.0 THREADED ROD (2) 1/2.0 THREADED ROD (2) 5/8.0 THREADED ROD (2) 5/8"0 THREADED ROD NOTE: SEE TYPICAL SHEAR WALL HOLDOWN ELEVATIONS FOR INFORMATION. SHEARWALL SHEATHING LOCATION TYPE TYPE Of O Z M CD O Z W N w a L<1 -J (f)O -J V1 � C C7>-OC7 Q_ > w J H m LLJ J O 1-1 00 C- N 2 LL-� Ll- if --, LO tn0 c=n0 A • • B • • C • • D • • E(') • • • F • • H • • L (2) • • M(2) • • N • • R • • S (16) • REFER TO FULL SHEAR WALL SCHEDULE SPECIFICATION SHEET FOR NAIL PATTERN, ANCHORAGE & OTHER INFORMATION NOT SHOWN HERE. KEY MAP SHEAR WALL NOTES a- 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) .-kel 02 N Project BARRINGTON at CARMEL CARMEN, INDIANA ; •• - • •• �I- �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 tF. ��>��►+.r++++ tl 1 Bid Issue xxxxx .. . Permit Issue 08-01-111ppi11 98 ' Construction - Issue zzz - �p.�►'.` • �' Revisions BRACING PLAN LEVEL 1 WINGS C & D SCALE: 3/3T = T-0" Drawn LH B I Project 211071 Check Sheet Date IS5.11