HomeMy WebLinkAbout180ROOF TRUSS ROOF TRUSS
SEE PLAN SEE PLAN
CLIP TRUSS TO BEAM CLIP TRUSS TO BEAM
SEE PLAN FOR CLIP SEE PLAN FOR CLIP VGT TIEDOWN
5/8"0 THREADED ROD G.T. G.T.
SEE PLAN
PL 1/4%2%2" W/ NUT PL 1/4%2"x2" W/ NUT
DOUBLE TOP PLATE LGT TIEDOWN
(TYP.)
FLUSH BEAM FLUSH BEAM
SEE PLAN SEE PLAN
ROOF CLIP --PROVIDE 2—DSP TIES (1 NS & 1 FS) ROOF CLIP " 3/8"0 THREADED ROD
COUNTERSINK PL 1 /4"x2' x2
SEE PLAN @ EA. END SEE PLAN FASTEN BEAM TO TOP PLATE W/ SEE PLAN
W/ NUT IN BEAM WHERE REQUIRED ON EACH SIDE OF NIN
1/2"0 THREADED ROD 3/8"0 THREADED ROD 1—DSP TIE @ EA. END. N/8"0 SIDE ROIDNG (CRIMP THREADS)
6"(MAX.) 6"(MAX.) 3"MAX. 3"MAX.
1/2"0 THREADED ROD
FAR SIDE OF OPENING
SEE PLAN
UPLIFT CONNECTION at FLUSH BEAM UPLIFT CONNECTION at F=LUSH BEAM G.T. UPLIFT AT OPENING G.T. UPLIFT AT OPENING
OPENINGS 8'-0" WIDE AND GREATER: OPENINGS 5'-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 2—CS16 STRAPS.
ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. RODS SHALL CONFORM TO ASTM A36: (1) HTT22 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: Fy=36 ksi ROD (STAGGERED). RODS SHALL CONFORM TO ASTM A36:
Fy=36 ksi Fu=58 ksi ROD SHALL BE EMBEDDED 10" INTO CONCRETE. USE SIMPSON ET ADHESIVE. Fy=36 ksi
Fu=58 ksi E=29,000 ksi
RODS SHALL CONFORM TO ASTM A36: Fu=58 ksi
E=29,000 ksi Fy=36 ksi E=29,000 ksi
Fu=58 ksi
E=29,000 ksi
Project
TRUSS BLOCK
SEE TYP. ROOF BARRINGTON
ROOF CLIP TRUSS BLOCK
SEE PLAN SEE TYP. ROOF ROOF CLIP TRUSS BLOCK DETAIL VGT TIEDOWN
SEE G.T. G.T. at CARMEL
TRUSS BLOCK DETAIL
OOF TRUSS OOF TRUSS
SEE PLAN SEE PLAN DOUBLE TOP PLATE PL 1 /4"X2"X2" W/ NUT -------__DOUBLE TOP PLATE
STU 1 /2 PL 1 /4"X2X2 W/ NUT
(TYP.) (TYP.) CARMEN, INDIANA
DOUBLE _ FASTEN HEADER TO TOP PLATE W/ DOUBLE FASTEN HEADER TO TOP PLATE W/ LECESSE OONSTRUCTION OONIPANY
TOP PLATE DSP TIES @ 24" O.C. WHERE TOP PLATE DSP TIES @ 24" O.C. WHERE LGT TIEDOWN
1/2"0 THREADED ROD OPENING IS 4'-0" WIDE OR GREATER 3/8"0 THREADED ROD OPENING IS 4'-0" WIDE OR GREATER 5/8"0 THREADED ROD 3/8"0 THREADED ROD
SEE PLAN HEADER SEE PLAN HEADER SEE PLAN SEE PLAN
SEE PLAN. SEE PLAN. STUD PACK (TYP.) STUD PACK (TYP.)
SEE PLAN AND SEE PLAN AND
FRAMING AS FRAMING AS GENERAL WOOD GENERAL WOOD
REQUIRED. (TYP.) REQUIRED. (TYP.) FRAMING NOTES (TYP.) FRAMING NOTES (TYP.)
6"MAX. 6"MAX.
EXTEND ROD 1" MIN. EXTEND ROD 1 " MIN.
COUPLER PAST TOP OF NUT PAST TOP OF NUT CONSULTING
ENGINEERS
OPENING PL 1 / 4 "X 2 "X 2 " W/ NUT OPENING STRUCTURAL CONSULTANTS ASSOCIATES, INC.
(WINDOW OPENING SHOWN) (WINDOW OPENING SHOWN) PL 1 /4"X2X2 W/ NUT PL 1 /4"X2"X2" W/ NUT 12511 Emily Court
BOTTOM PLATE BOTTOM PLATE Sugar Land, Texas 77478
DOUBLE DOUBLE DOUBLE DOUBLE 713.779.7252 800.422.7252
TOP PLATE BOTTOM PLATE TOP PLATE BOTTOM PLATE TOP PLATE TOP PLATE F: ca713.779ston.
email: sca@v-Aouston.com
wwwscaengineers.com
T7
Louisville, Kentucky 502.426.6789
FRAMING AS FRAMING ASOrlando, Florida 407.893.6200
TOP CHORD BEARING TOP CHORD BEARING
REQUIRED. (TYP.) REQUIRED. (TYP.) FLOOR TRUSS FLOOR TRUSS
HEADER �7_IL HEADER
3"MAX. Copyright @ SCA Consulting Engineers
SEE PLAN. 6"MAX. SEE PLAN. 5"MAX. 6"MAX. This document is copyrighted and is an instrument of
1/2"b THREADED ROD
SEE PLAN 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
STUD PACK STUD PACK Consulting Engineers is a violation of federal copyright law.
3/8"0THREADED ROD 5/8"0 THREADED ROD 3/8"0 THREADED ROD The ideas, concepts, inventions or methods described herein are Patent
COUPLER OPENING OPENING SEE PLAN SEE PLAN Pending and are the sole property of SCA Consulting Engineers.
(WINDOW OPENING SHOWN) SEE PLAN (WINDOW OPENING SHOWN)
ISSUE DATES
FRAMING AS FRAMING ASDen
PL 1 /4"X2X2 W/ NUT 06-06 -1 Development ."����►rr� r�►f�fi
REQUIRED (TYP.) REQUIRED (Nxxxxx
P.) ,4'°,P ,,.......
BOTTOM PLATE BOTTOM PLATE Bid Issue ,.'
DOUBLE DOUBLE
Permit Issue
DOUBLE DOUBLE 08-01-11
TOP PLATE BOTTOM PLATE TOP PLATE BOTTOM PLATE TOP PLATE TOP PLATE Construction a t�
Issue S
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FRAMING AS FRAMING AS
REQUIRED. TOP CHORD BEARING TOP CHORD BEARING
REQUIRED. (TYP.) (TYP.)
HEADER PL 1 /4"X2"X2" W/ NUT IF HEADER FLOOR TRUSS FLOOR TRUSS Revisions
1/2"0 THREADED ROD SEE PLAN. SEE PLAN. PL 1 /4"X2"X2" W/ NUT_'Z
SEE PLAN
STUD PACK STUD PACK
OPENING OPENING 5/8"0 THREADED ROD
(WINDOW OPENING SHOWN) (WINDOW OPENING SHOWN) SEE PLAN
GT UPLIFT SECTIONS
BOTTOM PLATE BOTTOM PLATE
BOTTOM PLATE BOTTOM PLATE
�jCbNCRETE
CONRE�f / a°CONCRETE'° SCALE: 1/4' = 1'-0'
CO�I�F�ETE
Drawn LHB Project 211071
AT LOAD BEARING WALLS WITH HEADERS FROM 8'-0" WIDE AND GREATER AT LOAD BEARING WALLS WITH HEADERS 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 Sheet
Check
ROOF UPLIFT at OPENINGS 4 ROOF UPLIFT at OPENINGS 3 TYPICAL G.T. UPLIFT 2 TYPICAL G.T. UPLIFT Date S8,12
DRAWING NAME 211071S810.dwg7-29-11 6:12PM begnaudl