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HomeMy WebLinkAbout178OPENINGS 8'-0" AND GREATER: OPENINGS 5'-0" WIDE UP TO 8'-0" WIDE: 1-1/2"0 THREADED ROD ON EACH SIDE OF OPENING. 1-3/8"0 THREADED ROD ON EACH SIDE OF OPENING. ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. RODS SHALL CONFORM TO ASTM A36: RODS SHALL CONFORM TO ASTM A36: Fy=36 ksi Fy=36 ksi Fu=58 ksi Fu=58 ksi E=29,000 ksi E=29,000 ksi TRUSS BLOCK SEE TYP. ROOF ROOF CLIP TRUSS BLOCK ROOF CLIP TRUSS BLOCK DETAIL SEE PLAN SEE TYP. ROOF SEE PLAN PL 1 /4"X2"X2" W/ NUT TRUSS BLOCK DETAIL PL 1 /4"X2"X2" W/ NUT —ROOF TRUSS OOF TRUSS SEE PLAN SEE PLAN DOUBLE DOUBLE TOP PLATE TOP PLATE FASTEN HEADER TO TOP PLATE W/ FASTEN HEADER TO TOP PLATE W/ DSP TIES © 24" O.C. WHERE DSP TIES @ 24" O.C. WHERE 1/2"0 THREADED ROD OPENING IS 4'-0" WIDE OR GREATER 3/8"0 THREADED ROD OPENING IS 4'-0" WIDE OR GREATER SEE PLAN HEADER SEE PLAN HEADER SEE PLAN. SEE PLAN. FRAMING AS FRAMING AS REQUIRED. (TYP.) REQUIRED. (TYP.) 6"MAX. 6"MAX. OPENING OPENING Project (WINDOW OPENING SHOWN) (WINDOW OPENING SHOWN) BARRINGTON BOTTOM PLATE BOTTOM PLATE at CARMEL o 4 o 7 CONCRET CONCRETE CARMEN, INDIANA AT LOAD BEARING WALLS WITH OPENINGS FROM 8'-0" WIDE AND GREATER AT LOAD BEARING WALLS WITH HEADERS FROM 4'-0" WIDE UP TO 8'-0" WIDE LECESSE CONSTRUCTION COMPANY ROOF UPLIFT at OPENINGS 4 ROOF UPLIFT at OPENINGS(:2 2 VGT TIEDOWN 5/8"0 THREADED ROD G.T. G.T. SEE PLAN � PL 1 /4"x2"x2" W/ NUT PL 1/4"x2"x2" W/ NUT DOUBLE TOP PLATE LGT TIEDOWN CONSULTING 5/8"0 THREADED ROD ENGINEERS NEAR SIDE OF OPENING 3/8"0 THREADED ROD STRUCTURAL CONSULTANTS ASSOCIATES, INC. 1/2"COUNTERSINK PL 1/4"x2"x2" ON EACH SIDE OF OPENING 12511 Emily Court FAR THREADED ROD W/ NUT IN BEAM WHERE REQUIRED SEE PLAN Sugar Land, Texas 77478 FAR SIDE OF OPENING CRIMP THREADS SEE PLAN ( ) 713.779.7252 800.422.7252 FAX: 713.779.1173 3"MAX. 3"MAX. email: sca@scahouston.com www.scaengineers.com Louisville, Kentucky 502.426.6789 vA Orlando, Florida 407.893.6200 G.T. UPLIF=T AT OPENING G.T. UPLIFT AT OPENING Copyright © SCA Consulting Engineers This document is copyrighted and is an instrument of AT EACH G.T. > 15'-0" IN LENGTH BETWEEN BEARING POINTS: AT EACH G.T. < 15'-0" IN LENGTH BETWEEN BEARING POINTS: service for the specific project for which it was prepared. PROVIDE A MINIMUM OF (1) VGT HEAVY GIRDER TIEDOWN OR ATTACH G.T. TO STUD PACK BELOW WITH (1) LGT ANCHOR OR 2—CS16 STRAPS. Reuse, copying or modification of this document whether in (1) HTT22 TENSION TIE W/ 5/8"0 THREADED ROD. PROVIDE 3/8"0 THREADED ROD ON ONE SIDE OF G.T.. hard copy or electronic format other than for the specific ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. purpose intended, without written permission from SCA RODS SHALL CONFORM TO ASTM A36: RODS SHALL CONFORM TO ASTM A36: Consulting Engineers is a violation of federal copyright law. The ideas, concepts, inventions or methods described herein are Patent Fy=36 ksi Fy=36 ksi Fu=58 ksi Fu=58 ksi Pending and are the sole property of SCA Consulting Engineers. E=29,000 ksi E=29,000 ksi ISSUE DATES Design Development 06-06-1 VGT TIEDOWN# ` G.T. PL 1 /4"X2"X2" W/ NUT G.T. Bid Issue xxxxx Permit Issue 08-01-110100 1 98 37DOUBLE TOP PLATE DOUBLE TOP PLATE ConstructionIssue P� �� (TYP.) (TYP.) xxxxx,, �iss�t laNAL�tg' , ttttlEst`t� r LGT TIEDOWN Revisions 5/8"0 THREADED ROD 3/8"0 THREADED ROD SEE PLAN SEE PLAN STUD PACK (TYP.) STUD PACK (TYP.) SEE PLAN AND SEE PLAN AND GENERAL WOOD GENERAL WOOD FRAMING NOTES (TYP.) FRAMING NOTES (TYP.) 3"MAX. GT UPLIFT SECTIONS BOTTOM PLATE BOTTOM PLATE o SCALE: 1/4' = T-0' 0 CQ�ICRETE 0NCREF 4 Drawn LHB Project 211071 AT GIRDER TRUSSES 15'-0" IN LENGTH OR GREATER AT GIRDER TRUSSES LESS THAN 15'-0" IN LENGTH Check Sheet DRAWING NAME 11 6:12PM begnaudl 211D71S810.dw 7_2 _ TYPICAL G.T. UPLIFT 3 TYPICAL G.T. UPLIFT 1 Date IS8.1 O g 9