HomeMy WebLinkAboutRevision Truss DrawingAm
r
23' 8" 14' 4"
HATCH LEGEND
8' - 8" C1g. Hgt.
8' - 0" A.F.F.
112' -11"
C.
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER o E Q o
1,000#) (UNLESS NOTED OTHERWISE)
.............
O m y = O
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) = 9 = N >
L y C `
T m �n m `O O_
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW " o " e y m ` E
d- a T N L m m
TRUSS I.D. AND TRUSS LOCATION ONLY, s L
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE e
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. > = r m
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS E = _
= s t o= c v c Z
FOR GRAVITY AND UPLIFT LOADS.
FOR BRACING & ERECTION DETAILS REFER
�, m e =•aE
TO BCSI-03 AND/OR ENGINEER OF RECORD d o a m z
1— C 'C_
„
o E o
3 m
o
n er REPRESENTS THE LEFT SIDE OFEACH TRUSS DRAWING
C >o rnC 3 c v_ c
L d m
�1JUS24 THD46 �Qy�--- _�o� = ad
e m
m „s.= ems- ;.
JUS26 MSH422 �R� - - _ _ = E o o y L OZc
(� THD26 `K > MUS26 S j ll - - - E! M 6 c
�D/ THD28 CL/:
a = c a
�E> THD26-2 CM'I --- Ui---
e
F) THD28 2 /N) V> ' E o= o e
- ao� E
JUS46 P�> --- X)�---
e o s v o c
iHBB'' HANGER BY BUILDER IBBB BEAM BY BUILDER m
s
* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON a a a d
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES) �s
c e m e 0 0+
LOADING ROOF FLOOR WIND LOAD `` a a d z
LIVE LOAD 20 ASCE 740 ' o
aM a�
`m E '' E = c
v DEAD LOAD 10 160 MPH EXP B IV o a =
= L v, M C m O •J
LIVE LOAD 10* CATEGORY II 9 a d
o0 -
m v DEAD LOAD 7 ENCLOSED o a .E
=G�
m E s.o v
G
TOTAL LOAD 37 FBC-2014 = d e = w ;
0 DURATION FACTOR 1.25 TPI 2007 s = d w
E o
„ a =
a a „
REV DATE BY REMARKS L
GABLE END TRUSSES REVISED. BALLOON
1 03/13/15 RH FRAMING REQ
E o m v rn m z
BALLOON FRAMING WALLS REMOVED. NOTE " „ "
2 08/21/15 RH =
REMOVED = „
c
3 "' m a
O= C .O m 9 m
m m y
LAYOUT UPDATED W/ CURRENT ENGINEER = _ _ d
3 08/21/15 RH NAME d o s s
4 10// 12 17 RH LAYOUT UPDATED
W 9 O L m e
.-
o
m
o c _
T- m 0 M=
L_ r d
o E ` c
It is understood that above
❑
conditions have been reviewed APPROVED =
& are acceptable for the
fabrication at trusses, ❑ APPROVED AS NOTED `
e o
elevations, pitches, overhangs,
❑ REVISE AND RESUBMIT
fascias,ceiling
elevations/pitches, bearing REJECTED
�e`e,.
conditions & all detail pertaining
to this truss placement plan. No
back charges will be accepted DATE „
without previous written = E o M= e d
approval from an A-1 Roof
Trusses representative. REVIEWED BY
E E^ m s 3
E M a m e
PLAN DATE ARCH: 10/22/15 STRUCT: / /— o "_
S.
CUSTOMER RENAR HOMES
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JOB NAME CAYMAN MODEL B3
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OPTION(S) GARAGE RIGHT
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COMMNTY
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CITY FT PIERCE _ 3 COUNTY ST. LUCIE, FL _
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TYPE FAMILY # - e ` ._ e a
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rs40 Ph 772 409-1010 / Fax 772-409-1015
SHEETING AREA UNDER VALLEY TRUSSES AND = m
WASTE MATERIAL NOT INCLUDED v G H m> u
SERIAL BLDR TOVERI%CALCULATIONS http://www.aItruss.com F m E o S N s E
Truss Load Alert Box
Truss I.D.
Gravity (> 5,000#) / Uplift (> -
Horizontal (> 350#)