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58,
RECEIVED
JUN 2 5 ?019
ST. Lucie County, Permitting
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TRUSS END DETAIL
12
PLUMB CUT OVERHANG 6�
4306'
HEEL HEIGHT
HANGER LEGEND
•-ALL2 HANGERSSHOWNAREHTU26UNLESSNOTED
OTHERWISE
• -ALL O FLOOR HANGERS SHOWN ARE HHUS46
UNLESS NOTED OTHERWISE
MAIN W W D FORCE RESISTING SYSTEWCP HYBRID IMPORTANT
WIND ASCET-10
ENCLOSED ThW D"I.g MUst Be Approved And
EXPOSURE CATEGORY C Ralumed Before Fabrication WIN
13' 2' OCCUPANCY CATEGORY 8 Gattin. For Your Probctipn Check At
WIND LOAD 160 MPH Dimensions And Conditions Prior To
'TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF Approval Or Plan.
BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH
ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL
NOTES AND
ROOF LOADING FLOOR LOADING BEEN OACCESPITOEDHAVE
.
TCLL: 20 pSF TCLL• - PSF
TCDL: 07 PSF TCDL: PSF
BCD"- 10 PSF BCDL: PSF By Dats_
TOTAL- 37 PSF TOTAL: PSF
DURATION: 125 DURATION:
I NOT ATTEMPT TO ERECT
USSES. WITHOUT REFERRING TO
E ENGINEERING DRAWINGS AND
CI-B1.SUMMARY SHEETS.
L PERMANENT BRACING MUST BE
PLACE PRIOR TO LOADING
USSES. (le. SHEATHING,
INGLES, ETC.)
L INTERIOR BEARING WALLS
IST BE IN PLACE PRIOR TO
3TAWNG TRUSSES.
FER TO FINAL ENGINEERING
SETS FOR THE FOLLOWING,
NUMBER OF GIRDER PLIES AND
JLING SCHEDULE
BEARING BLOCK REQUIREMENTS.
SCAB DETAILS (IF REQUIRED)
UPLIFT AND GRAVITY REACTIONS.
— n
WARNING
lackcha . WIII Not Be Accepted
Regardless of Fault Without Prior
1oWioation By Customer Within 48
Noun Antl Imesgga[ian By
BWld.m FlratS u=. '
NO EXCEPTIONS.
e General Contractor Is Responsible
e AN Connection. Other Than Trues
to Trusa, Gable Sheer Wag, And
Connection.. Temporary and
ertnanent Bracing, And Calling And
Roof Diephmgm Connection..
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BUILDER:
PORT ST LUCIE PROP
RES:
Single Family
NOBEL.
CAYMAN w/PORCH.
ADDRESS: U14 SUNSET BLVD
LOT I BLOCK:
-
CRY:
PORT SAINT LUCIE
COUNTY
ST LUCIE CO
DRAWN BY: JL
JOB tl : 14]5992
DATE: I 07115/18 SCALE:j NTS
MASTER: P9LP-CAYMAN-PORCH
REVISIONS:
1.
2.
1
4.
�\ Builders
. FrstSourm
701 S. KINGS HIGHWAY
FORT PIECE, FL US"
Ph. (T]2)•481 5475