HomeMy WebLinkAboutTRUSS TYPICAL END DETAIL* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO d _
LEDGER CONNECTIONS BY BUILDER 9
p m = a
p rn' m e
(UNLESS NOTED OTHERWISE) a._
* NOTE: ALL CEILING DROPS BELOW BEAM ARE p
BY BUILDER (UNLESS NOTED OTHERWISE) L'o s o
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d o
TRUSS I.D. AND TRUSS LOCATION OAJY.
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THE BUILDING DESIGNER IS RESPONSIBLE FOR THE
E oom
HATCH LEGEND STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE, o = p
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS a
\„ /12 VAULT FOR GRAVITY AND UPLIFT LOADS.
= C p =
1' O" RECESS FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD-
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2.5/ 12 SLOPED CLG
poa o = 3 ^�-
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10' 0" BRIG ^ d
" , `� " REPRESENTS THE LEFT SIDE OF d = t 17 ;
r ! " "�. EACH TRUSS DRAWING d a
12' 0" BRG,
" "" "----------- ( NOTE: REFER TO USP CONNECTOR CATALOG p, _
p - V i
FOR INSTALLATION DETAILS )
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CA H� JUS24 THD46 kk
BJ JUS26 'MSH422
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C- ' THD28 (L L JUS24-2 i c� a o •E � a a
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C` THD26-2 (M;) JUS26-2 (U) (- - -
5 THD28 2
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BB; HANGER BY BUILDER BBB BEAM BY BUILDER _ " _ -
L^ p 9 4 " ` p
41/16"1 N^ o
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*NOTE:. UPLIFT CONNECTIONS FOR ALL COMMON � G'a
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 s N p " o
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE = "
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES) p e o W w
_ - L p
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LOADING ROOF FLOOR WIND LOAD
TYPICAL, END DETAIL a iY LIVE LOAD 20 0 ASCE 7-10
i t e
0o Vdo�=
DEAD LOAD 17 0 170 MPH EXP D g
"
} LIVE LOAD 10* 0 CATEGORY it o :o
= p e
m` x
to DEAD LOAD 10 0 ENCLOSED m e N
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NOTES TO VERIFY: o e y =
� TOTAL LOAD 47 0 FBC-2017
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VERIFY ALL CLOUDS AND NOTES Z .-�9
DURATION FACTOR 1.25 0 TPI - 2014 o a w 5 a
p m o d 45 n
NO CONCESSIONS HAVE BEEN MADE = d "- 9
REV DATE BY REMARKS = e =
FOR LIGHTING OR DIFFUSSERS
REVISED DIMENSIONS PER FIEILD e -N e d
1 4/6/18 RJ _ W
❑ e
ATTIC TRUSSES HAVE NOT BEEN LOADED MEASURMENTS " „ 2. d t
S p = " s
FOR AHU
2 4/12/18 RJ CHANGE EXPOSURE TO ` ^ _ .3
>E. Ed
VERIFY ALL BEARING HE? HTS AND s
TRANSITIONS " 3-•�0-o e
FRAME DOWN CLG. IN FIISLD BETWEEN COFFER
d S
AND BRIG AS NEEDED
C = = T
r W O
FRAME DOWN CLG IN FIELD BETWEEN COFFER -_ d o
a a a _
AND VALUT AS NEEDED /--/---:
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It is understood that above s El_ ^
conditions have been reviewed
APPROVED = p o a
9 � O = L O
& are acceptable for the m a at 3 =
U e „ •°
fabrication at trusses, APPROVED AS NOTED E
elevations, pitches, overhangs,
REVISE AND RESUBMIT
fascias,ceiling ` a 9 e = o
elevations/pitches, bearing d a
conditions & all detail pertaining n REJECTED _ „
" s as
to this truss placement plan. No
r o p p ^
back charges will be accepted m d t 3
without previous written DATE o o
" c "
approval from an A-1 Roof _
Trusses representative. REVIEWED BY a.e
PLAN DATE ARCH: 1/30/16 STRUCT: 1/30/18
CUSTOMER S&D CONTRACTING E
= r =
w a c
JOB NAME FITZPATRICK RESIDENCE d d a 3 s e
SCANNED
BY
St Lucie County
OPTIONS)
-
COMMNTY
/ LOT #
CITY
FORT PIERCE
COUNTY
SL LUCIE
1
RECEIVED
APR 2 6 2018
ST, Wi county, Permitting
BLDG
TYPE
JOB #
71431
signed by
.hDigitally
AnthonyT.Tombo Ill
DATE
3121J38
DN: c=US, st=FlorFloridida, l=Ft.
+N j* � Pierce, o=Whole House
0' 269 ft
Truss I.D.
Truss Load A � �' 'LINE 224 ft
'••'
t� 1w1���a{{y�� LEY LINE 90 ft
Gravity (> 5,000#)/ Upiift (% 0 « SHEETING AREA UNDER VALLEY TRUSSES AND
'E; Ell AL. # WASTE MATERIAL NOT INCLUDED
Horizontal (� 35O#) "' 9LOR TO VERIFY CALCULATIONS
A FLORIDA CORPORATION
Ph 772-409-1010 / Fax 772-409-1015
http.-Ilwww.altruss.com
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