Loading...
HomeMy WebLinkAbout179VGT TIEDOWN 5/8"0 THREADED ROD G.T. SEE PLAN G.T. PL 1 /4"x2"x2" W/ NUT PL 1 /4"x2"x2" W/ NUT -7, DOUBLE TOP PLATE LGT TIEDOWN (TYP.) Project COUNTERSINK PL 1/4"x2"x2„ 3/8"� THREADED ROD BARRINGTON ON EACH SIDE OF OPENING W/ NUT IN BEAM WHERE REQUIRED SEE PLAN at CARMEL 5/8"0 THREADED ROD --,,(CRIMP THREADS) 3MAX. NEAR SIDE OF OPENING '--3"MAX. 1/2"0 THREADED ROD FAR SIDE OF OPENING SEE PLAN CARMEN, INDIANA G.T. UPLIFT AT OPENING G.T. UPLIFT AT OPENING IE`EESSE CONSTRUCTION °MAW OPENINGS 8'-0" AND GREATER: OPENINGS 4'-0" WIDE UP TO 8'-0" WIDE: AT EACH G.T. > 15'-0" IN LENGTH OR GREATER BETWEEN BEARING POINTS: AT EACH G.T. < 15'-0" IN LENGTH BETWEEN BEARING POINTS: 1-1/2"0 THREADED ROD (CONT.) ON EACH SIDE OF OPENING. 1-3/8"0 THREADED ROD (STAGGERED) ON EACH SIDE OF OPENING. PROVIDE A MINIMUM OF (1) VGT HEAVY GIRDER TIEDOWN OR ATTACH G.T. TO STUD PACK BELOW WITH (1) LGT ANCHOR OR G.T.. STRAPS. ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. (1) HTl•22 TENSION TIE (WHEN TRUSS IS 22" TALL MIN.) W/ 5/8"0 THREADED PROVIDE 3/8"0 THREADED ROD (STAGGERED) ON ONE SIDE OF G.T.. RODS SHALL CONFORM TO ASTM A36: RODS SHALL CONFORM TO ASTM A36: ROD (STAGGERED). ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. Fy=36 ksi Fy=36 ksi ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. RODS SHALL CONFORM TO ASTM A36: 121 Fu=58 ksi Fu=58 ksi E-29,000 ksi E=29,000 ksi RODS SHALL CONFORM TO ASTM A36: Fy=36 ksi CONSULTING Fy=36 ksi Fu=58 ksi Fu=58 ksi E=29,000 ksi ENGINEERS TRUSS BLOCK E=29,000 ksi STRUCTURAL CONSULTANTS ASSOCIATES, INC. TRUSS BLOCK SEE TYP. ROOF 12511 Emily Court ROOF CLIP SEE TYP. ROOF TRUSS BLOCK DETAIL VGT TIEDOWN G.T. G.T. Sugar Land, Texas 77478 SEE PLAN TRUSS BLOCK DETAIL ROOF CLIP SEE PLAN 713,779.7252 800.422.7252 OOF TRUSS SEEPLAN LT�RIUSS SEE PLAN DOUBLE TOP PLATE PL 1 /4"X2X2 W/ NUT wwwscaengineers.com STU 1 /2 PL 1 /4"X2X2 W/ NUT DOUBLE TOP PLATE emaww.s www.scaengineers.com (TYP.) (TYP.) Louisville, Kentucky 502.426.6789 Orlando, Florida 407.893.6200 DOUBLE FASTEN HEADER TO TOP PLATE W/ DOUBLE FASTEN HEADER TO TOP PLATE W/ TOP PLATE DSP TIES @ 24" O.C. WHERE LGT TIEDOWN TOP PLATE DSP TIES @ 24" O.C. WHERE Copyright © SCA Consulting Engineers OPENING IS 4'-0" WIDE OR GREATER3/8"0 THREADED ROD This document is copyrighted and is an instrument of OPENING IS 4'-0" WIDE OR GREATER5/8"0 THREADED ROD 3/8"0 THREADED ROD 1/2"0 THREADED ROD SEE PLAN service for the specific project for which it was prepared. SEE PLAN HEADER SEE PLAN SEE PLAN STUD PACK (TYP.) STUD PACK TYP. py g SEE PLAN. SEE PLAN. SEE PLAN AND SEE PLAN AND ) Reuse, co i r modification of this document whether in HEADER hard copy or electronic format other than for the specific GENERAL WOOD purpose intended, without written permission from SCA FRAMING AS FRAMING AS GENERAL WOOD FRAMING NOTES (TYP.) Consulting Engineers is a violation of federal copyright law. REQUIRED. (TYP.) REQUIRED. (TYP.) FRAMING NOTES (TYP.) The ideas, concepts, inventions or methods described herein are Patent 6"MAX. 6"MAX- EXTEND ROD 1 " MIN. EXTEND R 0 D 1 " MIN. Pending and are the sole property of SCA Consulting Engineers. COUPLER PAST TOP OF NUT PAST TOP OF NUT ISSUE DATES OPENING OPENING Design Development �<<�r°t°13 lye PL 1/4"X2X2 W/ NUT 06-06-11 ,'-\vPt� . iB (WINDOW OPENING SHOWN) (WINDOW OPENING SHOWN) PL 1/4"X2X2 W/ NUT Bid Issue `���5�'' . PL 1 /4' X2X2 W/ NUT BOTTOM PLATE ""'�'°'� BOTTOM PLATE Permit Issue DOUBLE DOUBLE DOUBLE DOUBLE 08-01-11 _ 0104 g�1 s TOP PLATE BOTTOM PLATE TOP PLATE BOTTOM PLATE TOP PLATE TOP PLATE Construction TOP - P: ¢fit FRAMING AS FRAMING AS TOP CHORD BEARING TOP CHORD BEARING REQUIRED. (TYP.) ir REQUIRED. (TYP.) FLOOR TRUSS FLOOR TRUSS Revisions HEADER HEADER 3"MAX. SEE PLAN. 6"MAX. SEE PLAN. 1/2"0 THREADED ROD 6"MAX. 6"MAX. SEE PLAN STUD PACK STUD PACK OPENING 3/8"0 THREADED ROD 5/8"D THREADED ROD 3/8"� THREADED ROD GT UPLIFT SECTIONS WINDOW OPENING SHOWN SEE PLAN OPENING LAN ( ) (WINDOW OPENING SHOWN) SEE PLAN SEE P FRAMING AS —FRAMING AS REQUIRED (TYP.) REQUIRED (TYP.) BOTTOM PLATE AT PLANK LOCATIONS BOTTOM PLATE AT PLANK LOCATIONS AT PLANK LOCATIONS AT PLANK LOCATIONS SEE DETAIL 5/S8.42 SEE DETAIL 5/S8.42 BOTTOM PLATE SEE DETAIL 5/S8.42 — BOTTOM PLATE SEE DETAIL 5/S8.42 SCALE: 1/4" = 1'-0' o Q CbNCRETE ` 1 0 ON RETE_ GONCRET ,i coNcRET�� LHB Project 211071 Drawn AT LOAD BEARING WALLS WITH OPENINGS FROM 8'-0" WIDE AND GREATER AT LOAD BEARING WALLS WITH OPENINGS FROM 4'-0" WIDE UP TO 8'-0" WIDE AT GIRDER TRUSSES 15'-0" IN LENGTH OR GREATER AT GIRDER TRUSSES LESS THAN 15'-0" IN LENGTH Check Sheet 4 ROOF UPLIFT at OPENINGS 3 TYPICAL G.T. UPLIFT 2 TYPICAL G.T. UPLIFT 1 Date ROOF UPLIFT at OPENINGS R DRAWING NAME 211071S810.dwg7-29-11 6:12PM begnaudl