HomeMy WebLinkAboutTruss plansNOM
FLOOR TRUSS ENDS HELD BACK 3/4" FZM
EXTERIOR WALLS FOR SHEATHING
U, W.
USS TO LIEDGER CONNECTIONS
ARE BY OTHERS
ALL FLOORS ARE 16"DP. Q 24" O.
.ESS NOTED OTHERWISE. SEE LA
0
M
Truss Load Alert Box
Truss I.D.
Gravity (> 5,000#) / Uplift (> -
Horizontal (> 350#)
SERIAL # :
U
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER
(UNLESS NOTED OTHERWISE)
6
m m V o` o o •3 e
* NOTE: ALL CEILING DROPS BELOW BEAM ARE
BY BUILDER (UNLESS NOTED OTHERWISE)
L •� C O� m C
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW
_
TRUSS I.D. AND TRUSS LOCATION OVIUY.
N `
THE BUILDING DESIGNER IS REPSONSIBLE FOR THE
E m c N e ' �.
Ec > �`^
o as o
STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS
e
e
FOR GRAVITY AND UPLIFT LOADS.
^ = e,9
¢ 5 3 m =
v
_
B
FOR BRACING & ERECTION DETAILS REFER
TO BCSI-03 AND/OR ENGINEER OF RECORD
e —
_
REPRESENTS THE LEFT SIDE OF
g
a d•o. s=s
EACH TRUSS DRAWING
V
Zm
> = m
¢ o
JUS24
THD46
O y t m Q H
N
o m! r E o=
JUS26 J)
MSH422
ems 3 E 9
C'
THD26
MUS26
e m m a
i
Ec a t cv o
E ° 6
�D
THD28
L
HJC26
m a _ m v v
°' o= o m e
C)
THD26-2
I
w
(F
THD28-2
O
- - -
9 e s &
= "_
�G
JUS46
Bl�
HANGER BY BUILDER
o
* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12
� 0 .d m N �_
s = e v e
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
3 e m s
m v o rn
LOADING
ROOF
FLOOR
WIND LOAD
o
LIVE LOAD
20
40
ASCE 7-10
6 0
m N E°
O=
c�
DEAD LOAD
7
10
160 MPH
I EXP B
�'o2 m o_m ..
a
=sN mm
G
LIVE LOAD
10*
0
CATEGORY II
o 9 a m
80 0:
O 2 N .
'O
m
C
c=>
DEAD LOAD
10
5
ENCLOSED
— ` o
TOTAL LOAD
37
55
FBC-2014
z
DURATION FACTOR
1.25
1.00
TPI - 2007
m
REVI DATE
BY
REMARKS
1 ':.03/28/2017
RH
UPDATED BUILDING CODE.IS
e m
or.
In
REVISED ADDRESS PER EMAIL FROM TONY
2 05/11/17
RH
9
CONANT,
-o d
m-
=
� ¢ = of •v
_- m = 'rg .5 m Cl T
^
.Ln a m M � N
O •__ y �e 9 w O
Z
`
_ m s o , E u o 0
= - a 9 w a E
It is understood that above
C APPROVED
conditions have been reviewed
& are acceptable for the
_ v v e m ee v
d = 5 .
APPROVED AS NOTED
=
fabrication at trusses,
elevations,pitches, overhangs,
e > _ _ o a
REVISE AND RESUBMIT
... _ 3 3 e E
fascias,ceiling
m .o.
= s > =
_
elevations/pitches, bearing
N
REJECTED
a
conditions &all detail pertaining
to this truss placement plan. No
= : s
back charges will be accepteda—
m =
without previous written DATE
V E o 2_ IS m
approval from an A-1 Roof
s e
Trusses representative. REVIEWED BY
PLAN DATE
ARCH: 02/27/17
STRUCT:--/--/----
F
o
e o V
= m
CUSTOMER
RENAR DEVELOPEMENT
^
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f
JOB NAME
9301 PORTSIDE DR
e N m :s E!'
m m E
v e= ^. E o N
LOCATION
9301 PORTS/DEDR, FTPIERCE, FL
Z ar m •o•
LIZ
COMMNTY
a
/ LOT #
MORN/NGS/DE, LOT�BLOCX5
N = s 'ff o
C T '5
M� JOB #
'1
DATE
Tm ' III
nz
R
ft
VALLEY LINE 16 e
' SHEETING AREA UNDER VALLEY TRUSSES AND
WASTE MATENAt NOT INDLLNED
" &DR TO VERIFY G LAT)OM
BLDG
m 3
SINGLE FAMILY
#v
� m` I-
e
68059
MASTER
= •' o = ^
:a
=
- o •�.r t = C. •n ..L-.
O 'E O
DRAWN
SCALE
_ =g
03J27/17
m c ¢ m w
t 'D �" ` s
RH
N.T.S.
O N d
3 E_
a
wO
s N
o
E
_ .mn _
0
m
=A=1 R013F
>. E
TRUSSES
E = E
W = d o � =
m o m o v
^
A FLORIDA CORPORATION
m
= t _ - 4-
a'- .o-n c c a .
Ph 772-409-1010 / Fax 772-409-1015
http://www. a 1 truss.
com
36 11C A2 2100 00 00 00 4C U 87 DF
i
zo
HVAC PLAN
SCALE 1/4" = 1'- 0"
FAN Du4re
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amm" Pawn nANtx
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CONCRETE PAD
OW NIERNAMML NURIpA W NtILD'COw11l -
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WM MAR % 19 X a/i' SMW WM CAT" (M.)
N6DWED PER CODE caoR coa.
AIR COOLED
i
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CONPAMOR ACCLO PANLL
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7' SLAB MOUN7ED NTOt.
SUPPLY DUCT
A.H.U. I
RETURN V ��
7u-] DRYWALL STAND
AIR HANDLER DETAIL
REF. LINES
RUN IN
FLOOR
TRUSSES
16X16
R/A
EQUIPMENT SCHEDULE
CARRIER
3 1/2TON
C.U. - CH14NA0420OG
A.H.U. - F84CNP048L
HEAT - 05 KW
COOLING CAP. - 41,000
HEAT CAP. - 38,500
ELECT - 208-230-1
BRKR CU- 40 AHU-45
REF. LINES - 3/4 & 3/8
S.E.E.R. - 14.00
HSPF - 8.20
File
(P�LAN:7REVIEW
REVISIONS
MASTEF
PLAN REVISION
2-27-17
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N O
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LU
J
W
H
PROJECT
NO.
15-015-011
DATE DR
WN 5-5-17
DRAWN
Y MCA
WILSIIIRE
1800 62
LIVING
1800 SQFT
GARAGE
384 SQFT
LANAI
160 SQFT
ENTRY
23 SQFT
TOTAL
2367 SQFT
HEET
8mO
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