HomeMy WebLinkAboutTRUSS PLACEMENT PLAN 4-18-18TRUSS PLACEMENT PLAN
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Attic Trusses,
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Light storage
ONLY!
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Tj2 CLG.
PITCH
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CLG. PITCH
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\ \ \ RAI ION
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FIIAME WALL
SS BOTT.
B
B
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24'-0"
APPROVED TRUSS ANCHOR BY BUILDER
2x4 MINIMUM TOP and BOTTOM CHORDS
SQUARE CUT OVERHANG
12
8 ROOF
4�/1 6„
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U.O.N.
n
12
6" BRG 4 CLG.
0 TYPICAL TRUSS END DETAIL ROOF (NTS)
o ALL WALLS SHOWN ON THIS LAYOUT
ARE TO BE LOAD BEARING
TRUSS BEARING HEIGHT SCHEDULE
NOTE:
FOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.;
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
o AND TRUSSES, TRUSSES WILL BE MADE IN
I
TI-IIS,PLAC'EMENT_PLAN.
o_
3) RECEIPT AND USE OF "NIB-91 Summary Sheet
COMMENTARY and RECOMMENDAIIONS for HANDLING,
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI),
¢ 4) NO.. BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
TITLE —_
DATE
All spacing is 24" O.C., except as noted.
All walls shown are bearing, except as noted.
All valleys calculated with sheathing under.
SCANNED Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER TRUSSES W/o AUTHORIZATION FROM THIS OFFICE.
Q 1 ,�` Labeling trusses is a service, not a requirement. Engineered
Milli 1040Mi__ _ I 9 the responsibility
drawings sutercede labeling of trusses. It is erecting trusses
WARNING -
of the builder to utilize engineered drawin s when
RECEIVED
APR
1 ®gr118 ERECTION BRACING IS NOT DIE RESPONSIBIUTY OF TRUSS DESIGNER, PLATE MANUFACTURER,
Ar" R 1 LU NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
■ ■ PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO
'■�`■ F{ ST bugle County, Peimitting PREVENT TOPPLING AND COMMUTING DURING ERECTION; AND PERMANENT BRACING WHICH
_ MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE °HIB-91 Summary Sheet' COMMENTARY
and RECOMMENDATIONS for HANDUNG, INSTALLING & BRACING METAL PLATE CONNECTED
J WOOD TRUSSES` (1PI). TRUSSES ARE TO BE ERECTED AND FASTEPIED IN A STRAIGHT AND
SHOP DRAWING I SUBMITTAL REVIEW PLUMB POSITION WHERE NO SHEATHING IS API1HFD DIRECTLY TO THE TOP CHORDS; THEY
SHALL BE BRACED AS SPECIFIED ON TIIE TRUSS DESIGN.
LLAPPROVED ❑ APPROVED AS NOTED TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT
❑ REVISE AND RESUBMIT ❑REJECTED DAMAGE.
01 SUBMITTAL WASREVIEWEDFORDESIGN TRACT OCUME ND
TS TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECNONS.
ONLY�THEO CONT4RACTOR SANCE TO O REP ONSPBLEM FOR
CONFIRMING AND CORRELATING DIMENSIONS AT JOSSITE ! TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
FABRICATION
PROCESS'S" ARD LTECHNIIQUESAOFITICONSTRUCTION. L�^y-, CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS, FOR ALL
COORDINATION OF WORK WITH OTHER CONTRACT DOCUMENTS
AND �•J REACTIONS -GREATER THAN 5000 POUNDS, OR SKEWED, NO
Fullc
By. Dater HANGER IS SUPPLIED.
CONTRACTOR SHOULD CIICq( ALL REACTIONS FOR PROPER CONNECTIONS.
Architectonic In .
Fort Pierce, FL 34950 ASCE7-10 WIND and GRAVITY CRITERIA
Exposure Category : C Bldg Category: 2 Wind Design Velocity : lj'tl
Imp. Factor : 1.00 Wind Load Duration Factor ; 133 Mean Roof Height : 12 8 fL
J.O. Banks Stmat Eng 116544 2590 N. Kings Highway Fort Pierce, R 04951 (772) 464-4180
Trusses shown oil this layout are a component part of the E 03 07 18 RLW
building and Show truss location:
Proper erection, temporary and permanent s Flat butt. Attic storage Trs. over BR.& Bath.
bracing design are the responsibility of the building de—
signer or his engineer . Lateral bracing shown on the in— IN
dividual truss drawings must be placed during the
B� y��,// erection procedure. ���1j�1�'��5"I 'Z'RUSS (772) 164-4160
����'� �COW E1l'*VES, INC.
/Y . 255990 N. Kings Highway
FortPierce,
FL 31951Pt7 51 CUSTOMER:
JOB N._ OGS
S,AI LrnYghRL\VTLOT. pI//
0°4Nr
_ DESCRIPTION:
s ADDRESS; GUEST HOUSE
A JIJAL ST. LUCIE CO, 17h"=1'—O" 02/23/18 BAD BRLW on3r005ER
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