HomeMy WebLinkAboutTruss roof layout approved (2) *BUILDER"S WARNING* ENGINEERED TIMBER
TRUSS SYSTEMS PRODUCTS
*WARNING* THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR
COMPONENTS AS DEFINED BY WTCA 1 - 1995. 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS DESIGN DEPARTMENT APPROVES THEM IN ADVANCE
ALL BEARING POINTS MUST BE DIAPHRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON THE BCSI-B1 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. ALL HANGERS ARE SIMPSON STRONG-TIE OR USP 0
INSTALLED PRIOR TO INSTALLING ANY EAST COAST TRUSS. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS ECT
FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG-TIE
BUSSES! FAILURE TO DO SO MAY RESULT IN FOLLOW INSTRUCTIONS ON THE BCSI-B1 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR USP CATALOG EAST COAST TRUSS 0
DAMAGED TRUSSES AND WILL VOID ALL WARRANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 �
OFFICE: (772)466-2480 FAX; (772)466-5336 ^^�
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2t CUSTOMER:Steve Alderman
JOB NAME: Alderman Res.
641811 ADDRESS:5361 Southwind Trail
�W CITY/COUNTY:Ft. Pierce/St. Lucie
141811 311611 16' 8" ' 10" ~
U)
Q JOB # J39286
co Ln M JOB #
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y U U U � •— T_ T T_ T_ O O O O O O O O O N N N N N N N
N N N Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q QQ Q Q Q Q Q N N N MODEL:Model
SQ FT 2943 ft2
DATE 03/03/2020 (LATEST=/ZA
/
ZCJ 1 ZCJ 1
IN ACCORDANCE WITH THE FLORIDA ADMINISTRATIVE CODE
61G15S-31.003(3)(c),EAST COAST TRUSS is the
"Truss Design Engineer"
Trusses are designed in accordance with the
ZCJ3 ZCJ3 10 ' O'r PLATE HT. Florida Building Code
201011 C° 3' 0" 8' 6"
ZCJ5 o ZCJ5
NOTE:
ZEJ6 ZEJ6 By approving this placement plan(s), signatured
o 11 ' —4rr PLATE HT, anywhere on this sheet, the customer or his
ZEJ6 "' ZEJ6 representitive acknowledges that this placement plan
W. complies with the structural intent of the project.
o The customer also acknowledges that this approval
ZEJ6 - ZEJ6 authorizes EAST COAST TRUSS to manufacture these i
trusses and deliver them to the project indicated on this
ZEJ6 ZEJ6 drawing. -
The customer also acknowledges that he/she accepts
co financial responsibility for any repair, engineering, and —J
ZEJ6 ZEJ6 labor required due to errors other than those of EAST Q
rn COAST TRUSS. z
6' 2 3/8" 0��JtZ 0�� 0' 0„1*, 011 [21 011 01' 0" 0" ' 0" ' O" ' 0t� ' O" ' O" ' 0" ' 0'j ' 0" � 0�� � 0�� � 0�� � 0�� � 0�t � 0" 6' 2 3/8"
0
ZEJ6 ZEJ6 Signed: Date: LL
M
ZEJ6 ZEJ6 Indicates Left End Of Truss
ZEJ6 On Layout & Engineering Sheets CODE = FBC 2017/TP12014 ASCE 7-10 W
M ZEJ6 DESIGN CRITERIA =MWFRS 0-
OCCUPANCY CATEGORY= II
ZEJ6
EXPOSURE = C
ZEJ6 MWF SPEED =160
ZEJ6 HARDWARE:
BUILDING TYPE =ENCLOSED
ZEJ6
MEAN HEIGHT: 16.00 ft
6' 0" 15' 4' =HUS26 HANGERS (QTY. 4) U)
ZEJ6
ZEJ6 _ GRAVITY LOADS Cn
=SUH24 HANGERS (QTY. 2) W
ZEJ6 _J
U') A ZEJ6 LO FLOOR: DUR FACTOR= 1 .0 z
PSF-TCLL-TCDL-BCLL-BCDL
ZEJ6
ZEJ6 ti 40.0, 10.0,0.0,5.0
ZEJ6 / / it N ROOF: DUR FACTOR= 1 .25 U)
G. WALL N PSF=TCLL-TCDL-BCLL-BCDL W
ZEJ6 i i MV8 20.0, 1 0.0,0.0, 1 0.0 U)
r ZCJ1 LOADS PER FBC & FRC
ZCJ5
M N � � � CO r`
/ m m m m MV6 m m m N *NON-CONCURRENT BC LL 10psf
- I, ZCJ3
ZCJ3 J A
Z :J2 —I ;' _ Iis CONCURRENT BC STORAGE LL 20 psf �—
M MV4
- ZEJ5
ZCJ 1 _ -
J 1' 0" \ Co1 G �� ,�,, B08G Hus2s W
---- r:— 2' 1 1/211fff MV2 ZEJ5 (�
-- Bog suH24 DEFINITIONS
---
ZEJ4 /�� � � m
MWF = MAIN WIND FORCE Q
t t t n 1 11 t n n I `n �� O > >
t- M Ln - 0 I 0 0 0 I 0 > > / ZEJ5
� L �. _ �` = C&C = COMPONENTS AND CLADDING
__
b N N N 111/
N ��' ZEJ4 7' 0" ��� c> S 1 0" ZEJBA - - ri TOB = TOP OF BEARING
ti ZCJ3 ✓ o / ZEJ5CD 10 -O CLG. HT. TC = TOP CHORD W
o / W W EJ8A N N BC _ BOTTOM CHORD U)
- LL - LIVE LOAD
INN O
ZCJ1 N ZEJ5 DL = DEAD LOAD
ZEJ8 psf = POUNDS PER SQUARE FOOT I—
J8BH24
10 1/2" ZEJ5 �� —4rr CLG. HT. # = POUNDS O
Z' UPLIFT MUST BY-PASS FLOOR TRUSSES z
'�C l UNLESS SHOWN ON ENGINEERED TRUSS
C) 0 m Q LU LU W W ZCJ5 W � DRAWING.
N N W W N N N N � ZEJ5 O
oN N 7181 ' 0" ' 0" ' 0" 2' 0" 51011
00 ZCJ3' o ZCJ3 ALL GIRDER/COLUMN LOADS MUST
BY-PASS FLOOR TRUSS UNLESS SHOWN
13 -3rr CLG. HT. ON ENGINEERED TRUSS DRAWING.
ZCJ 1 ZCJ 1 , 2X6 STRONG BACK BRACING, 10'-0" O.C. IS
RECOMMENDED ON FLOOR TRUSSES
II SPANNING 20'-0" OR MORE
� U co -AUTION: SPANS GREATER THAN 30'-0" O
N N N W N N S MUST BE SET WITH A SPREADER BAR. THE
U
N SPREADER BAR SHOULD BE AT LEAST 1/2
128„ 104„ 178„ 240„ O J
/3 IN LENGTH AS THE SPAN OF THE TRUSS Q
64' 8" 12 BEING SET.
>
5 F- REFER TO BCI-B1 FOR COMPLETE O
ERECTION AND SAFETY PROCEDURES.
ALL BEAMS BY BUILDER 0-
NOTE: TRUSSES DO NOT 0.
SUPPORT ANY PLANT SHELVES
REVISIONS
4 1/16"
2-
3- 0
4-
2 0t 8" 5-
6-
TRUSS PLACEMENT PLAN (1/4" if plotted 24x36) . Designed By: SIB