HomeMy WebLinkAboutTRUSS LAYOUT CAUTION ! ! !
PAUL WELCH INC. DO NOT ATTEMPT TO ERECT
1984 SW BILTMORE ST - #114 TRUSSES WITHOUT REFERRING TO
PORT ST LUCIE, FL 34984 THE ENGINEERING DRAWINGS AND
601011 FL REG NO. 39945 BSCI-131 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE
' 0" 191611 161011 22' 6" IN PLACE PRIOR TO LOADING
REVIEWED BY: TRUSSES. (ie. SHEATHING,
SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS
MUST BE IN PLACE PRIOR TO
co LO LO CV)
'l INSTALLING TRUSSES.
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REFER TO FINAL ENGINEERING
SHEETS FOR THE FOLLOWING.
CJ1 CJ1 1) NUMBER OF GIRDER PLIES AND
Hatch
NAILING SCHEDULE.
CJ3 o CJ3 2) BEARING BLOCK REQUIREMENTS.
0 o 3) SCAB DETAILS (IF REQUIRED)
CJ5 CJ5 9 ' -4 A . F
O 0 4) UPLIFT AND GRAVITY REACTIONS.
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�. coti G1 9'-4" CLNG coN co co co � � N c� h g WARNING
U U U FRAME OVERHANG ¢ Q Q Q Q m m m w w U U Backchar es Will Not Be Accepted
Regardless of Fault Without Prior
C.0 LO U U U co U U G1 I Notification By Customer Within 48
Hours And Investigation By
J1 CJ1 TRUSS END DETAIL Builders FirstSource.
NO EXCEPTIONS.
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o The General Contractor Is Responsible
J3 CJ3 12 For All Connections Other Than Truss
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V5 PLUMB CUT OVERHANG to Truss, Gable Shear Wall, And
67
Connections. Temporary and
/< / EJ63 Permanent Bracing, And Ceiling And
o / I \ // \� Roof Diaphragm Connections.
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D2 / \ \ / � v4 J L= J �= J L PSL PROPERTIES
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D2 X V3 p - K2 RES: COMO
ATTIC BOX
STORAGE /<\ U-) ro
D2 / V2 K3 r� MODEL: MAU
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\ ADDRESS: 5305 HICKORY DR
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D2 \ / \ / \ V1 CJ1 - CJ1 LOT / BLOCK:
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0 / \X/ \\x 2" COUNTY: ST LUCIE
N D3 co co M M co 'S� CITY: FORT PIERCE
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9 -4 CLNG // \\ / \\ // \ N U w w w w w U DRAWN BY: JL
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JOB # : 2826881
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o DATE: 06/12/21 SCALE: NTS
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REVISIONS:
%n 1.
J1 CJ1 2.
3.
° X6 MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID IMPORTANT
�h co LO LO 0 L0 0 LO 0 co WIND ASCE7-16 4.
U U w w w w w w w U U `s ENCLOSED This Drawing Must Be Approved And
8' 0" 161 2" EXPOSURE CATEGORY C Returned Before Fabrication Will
OCCUPANCY CATEGORY II Begin. For Your Protection Check All
WIND LOAD 160 MPH Dimensions And Conditions Prior To 011ders
' 0" 201811 24' 2" 13' 2" *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Of Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL FirstSource
NOTES AND DIMENSIONS HAVE
60' OilROOF LOADING FLOOR LOADING BEEN ACCEPTED.
TCLL: 20 PSF TCLL: PSF
701 S. KINGS HIGHWAY
TCDL: 07
PSF TCDL: PSF FORT PIECE, FL 34945
BCDL: 10 PSF BCDL: PSF By Date Ph. (772) - 461 5475
TOTAL: 37 PSF TOTAL: PSF
DURATION: 1.25 DURATION: