HomeMy WebLinkAboutTruss DrawingI
LL TRUSS TO LEDGER CONNECTIONS
ARE BY OTHERS
ALL FLOORS ARE 16"DP. @ 24" O.C.
LESS NOTED OTHERWISE. SEE LAYO
Truss Load Alert Box * NOTE. ALL TRUSS TO WALL AND/OR TRUSS TO 9 = N 9
Truss I.D. LEDGER CONNECTIONS BY BUILDER _
Gravity (> 5,000#) / Uplift (> 1,000#) (UNLESS NOTED OTHERWISE) € m o
0 o m O = 3 0
Horizontal (> 350#) *NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE) G Q
-- * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW Y _ gi
TRUSS I.D. AND TRUSS LOCATION OWJY.
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE o E o _ o
E!e _ a
)� STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. _ vG
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
g,1 J IE [:ccum, Fj- FOR GRAVITY AND UPLIFT LOADS. o m o
FOR BRACING & ERECTION DETAILS REFER EG_9,
TO BCSI 03 AND/OR ENGINEER OF RECORD o o 0 0 0
I_.e a EG
> �I
i > o
REPRESENTS THE LEFT SIDE OF a = d == d
.
EACH TRUSS DRAWING = ESG o
JUS24 THD46
E
JUS26 J) MSH422 /R`' o
C)�THD26 I(K',MUS26 S---
D'� THD28 �L> Tij' -g o o Sol
'E
E; THD26-2'
�Ff THD28-2 d o �I
Gi JUS46 Pil
HBB,.> HANGER BY BUILDER I`BBBj BEAM BY BUILDER G n o a
— - NOTE: UPLIFT CONNECT N V o E
Truss Design Reaction TRUSSES BEARING ON ANC x ^ a b `
.Truss Design Reaction A09G g * IONS FOR ALL COMMON o o
ANOTHER TRUSS TO BE LSTA12 = a o
A05G /-13861b STRAP (BY OTHERS) UNLESS NOTED OTHERWISE d =� > s °'
- / Horizontal:
lb l Iorizontal lb LOADING ES VALROOFNDFLIOORBACK WIND LOAD m a E
Horizontal: - / 1b 341011-" ,E - W
% ( ) _
o o LIVE LOAD 20 40 ASCE 7-10 v a D 3
.
I I
S
0 0 o a o 0 o R XP B DEAD LOAD 7 10 160 MPH EG
IP V. V�\:1 LIVE LOAD $0* 0 CATEGORY II "IS= w
Ch C
CJ1 o O o �� _ N a r
d)
C = O O =
DEAD LOAD 10 5 ENCLOSED m =
li i'E o ¢ o E .:o.
``{ �, o, z o 2' o, z' o, z o 2 0 z' o z, o, 2, �„ z' o a _
\ - — --- -- - - - -- -- -- s d E 4 C - 1 .. -
c1s \. 0 1 CJ3 d o o s
.. ......... p o - - _ u TOTAL LOAD 87 55 FBC - 2014 - - d = = d ' I
\\
I I
C15 - -\ c75 z DURATION FACTOR 1.25 1.00 TP1- 2007 a
REVI DATE BY REMARKS
--- -- \\ AC HA
o Jz e d I
J7 J7 / I m. -�
jE = „
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J7 I N J7 3 G 17,
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N. ..... .. .._ .j L J
Jy t _ - -- ---- - �_ E
J 18
_17
- - --- 1J:::. E
J7 Truss Desijgne ction; o It is understood that above
7 ..5 51-b I - ... m con& are acceptable ons have nfoer the ed I APPROVED o o t
El ntal: - / ilb Tr ss De gn Re ction VM02 Truss Design Reaction` - fabrication at trusses, APPROVED AS NOTED
J
.... --- l
i' B 1G A09 1 J7 Truss Design Reaction'elevations,pitches overhangs, R o > = s G d o =I
CJs - / -1 591b fascias,ceiling r = ' _ .° d
REVISE AND RESUBMIT
5 7/ 2,571b 0 -_ - of
vz
H rizon al. / lb VMo Hori , - 7 �/7 1941 Ib elevations/pitches, bearingREIEGTEDED
J conditions & all detail pertainingCJsHorizontal: -1b Ibto this truss placement plan. NovMo back charges will be accepted CJ1 ` ` Jz ut pre DATE - \/� _..::...: �.. .--:-... .._._xJ _ <J _ `�..� : ___ _ .J o
without previous written
approval from an A 1 Roof o43
1�--- soic - Trusses
representative.- REVIEWD
--- ---._EE
BY s o
f1 o Hoe a pl (T+1 DATE ARCH: 05/05/1.7 STRUCT. 05/05/17
N U WED
of
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i
soar CUSTOMER RENAR DEVELOPEMENT
a t a s o m_
CI5 ;Truss ign R etion \ CJS Truss Design Reaction! a o d =
— --- ---
B03 \ B03U I JOB NAME McMILLIANRESIDENCE _ L d oI
- -1080 b `y, - / - 10801b e
z
ili C y 6
CJ3 � CJ3
I T )rizon 1: - / 1b Horizontal: / --- E
o E
—.-- I ` -- - OPTION(S) CUSTOM LANAI
cp V CJl _��rdd`so
iE
u u In
u COMMNTY
/ LOT # MORNINGSIDE
14'8 191411 1 E
G O N O r
CITY - FT PIERCE, FL
COUNTY E ST LUCIE _
HATCH LEGEND�J
M r r�rrtltae P c w a
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SINGLE--- - -- - -- - - ------ -- - Gr a' Y—_
8$ A.F.F. -L uc BLDG BLDG JE000ad
TYPE FAMILY I - # "
_- c
18' - 3/4" A.F.F. F -- — --- -- E G
d G I
JOB # 69112 MASTER) o s a d
DRAWN SCALE d _ _ _ o -
���BemsatBa�$ DATE 07/05/17 = E jG
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m o G
w 17 = ao o a m
a „ 7fa
q yi0 FASCIA A-1 ROOF
'POW o c d a E a j
ma HIP LINE 1 S„ o'
VALLEY LINE 1�, A FLORIDA CORPORATION5 o d m of
NESTING AREA UNDER VALLEY TR SSES AND Ph 772-409-1010 ! Fax 772-409-1015 _L S a = EG
nyyT ayT yt WASTE MATERIAL NOT INCLUDED �1 a
LiR tiLY tt �xx 6L0,R TO VERIFY CALCULATIONS http.-Il /ww.a`truss. com