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PAMMU E. STOFFT ARCHrFEll P.A.
AiAll ARtil
APPROVED ® REVim & RESUBMIT'
APPROVED AS CORRECTED ® REJECTED
This reNbw is only forgeevai cords mance wPh the design conc l of the
protect and general compel ca with the iniormatton given in the ImJaCd
dooumgns. CorectiDm ar commeers mane on the shop dr aings during
ftReview on, not reliovethe contractor 8em carnpliance with the Regdre-
monts of dm plans am! Specifications. Approval of a spyt iAc item Shunt hot
mi apgrovst of an assem* of wind me Isere is a Car,-
traefor is mep zblafor: Dimensions A be congthmad and coca ietsd at
job, s* hfcmr,ann that pertains sslp to dhe falmoafiDin pmmss s orm
Ole means; methods, Winktues, sepuences andpmcedunis of conshec-
6on: cabrdineihn at the Work of ail ikharG : stator padamting all work
in a safe and satisfactory marmar.
DATE 1.03.19 ByAi�
59' 0"
10,101,
CD
HATCH LEGEND
N I
9'-4" A.F.F.
APPROVAL MARK INDICATES THAT SPECIALTT
LOADS IMPOSED BY THE MEMBERS SHOWN IN FAR I D- •
THESE SHOP DRAWINGS .ARE COMPATIBLEAND
ADEQUATELY SUPPORTED BY THE STRUCTURE STRUCTURAL ENGINEER
DESIGNED BY R+ OF RECORD. 7318 TEXASRA,
IF71 APPROVED REVIEWED BYi FDA. BOCA RATON, FLORIDA 33487
E] APPROVED AS NOTED P. CLASSIC Pi LICENSE 72471. CA#29407
■Structural Engftwrug WWVV.PROJECTCLASSICCOM
RESUBMIT WITH CORRECTIONS FAR) DC&PROJ ECTCLASSIC,COM
11'-1" A.F.F.
A
im
TYPICAL END DETAIL
SCANNED
BY
St Lucie Couni
oil
s. r
• i 1w O� Digitally signed by Anthony T. Tombo III
Dl
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*,�.. House F meenn9 LLC", L-Ft. Pierce
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. .. fft Date: a. S=Florbl US
*.2018.0522 k,,`l8:08-04'00''
4tr ROC 3619 na
f 314 h
-- Trus HIP LINE 240 ItTruss I.D. VALLEY LINE 86 R
Gravity (> 5,000 ftl (p:- 1,000#) " SHEETING AREA UNDER VALLEY TRUSSES AN
,�ppy�,y� WASTE MATERIAL NOT INCLUDED
Horizontal (W950*)000000Q04,C1287f� •" SLOR TO VERIFY CALCULATIONS
* NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO
LEDGER CONNECTIONS BY BUILDER d
(UNLESS NOTED OTHERWISE)
m g
6 O C
'9 0
* NOTE: ALL CEILING DROPS BELOW BEAM ARE M d
BY BUILDER (UNLESS NOTED OTHERWISE)
* NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW d Q o = d
TRUSS I.D. AND TRUSS LOCATION ONLY. = > d s �E ff
o
THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN
OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. > >
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS G o N
FOR GRAVITY AND UPLIFT LOADS.
E
FOR BRACING & ERECTION DETAILS REFER
s o = o
TO BCSI-03 AND/OR ENGINEER OF RECORD
0 0 =
v E m =
REPRESENTS THE LEFT SIDE OF > 3
EACH TRUSS DRAWING
( NOTE: REFER TO USP CONNECTOR CATALOG � s
FOR INSTALLATION DETAILS) 3 WE a o
A JUS24 H THD46 Q--- o d d o' if
B JUS26 J MSH422 R--- a_ E
gam,` a
c 2 t 5 s v o
C THD26 K MUS26 S--- 9 3 9
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d o 0
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G JUS46 P' --- X o �~
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HBB HANGER BY BUILDER BBB BEAM BY BUILDER =_ a _ E
* NOTE: UPLIFT CONNECTIONS FOR ALL COMMON d " a d 17, _
TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12
STRAP (BY OTHERS) UNLESS NOTED OTHERWISE = d
(EXCLUDES VALLEY AND PIGGYBACK TRUSSES)
LOADING ROOF FLOOR ' WIND LOAD
o !! LIVE LOAD 20 0 ASCE 7-10-
0.0:
00 5= E E 1 d c
o r E 'F
~ c=� DEAD LOAD 28 0 170 MPH EXP C o a a
o LIVE LOAD 10* 0 CATEGORY II o = a
1 00 �o�o
m c=j DEAD LOAD 1 7 0 ENCLOSED o E =s
i y E¢ o H t r
�oa
t TOTAL LOAD 55 0 FBC-2017 0 o a s o
$
z ! DURATION FACTOR 1.25 1.00 TPI - 2014 a s N o E „ o
o _
REV, DATE BY REMARKS
o
1 05/16/18 JC 2017 BUILDING CODE UPDATE
N c� s c rn o s
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It is understood that above 9 ~ €
m= a L c n
' conditions have been reviewed APPROVED
& are acceptable for the
APPROVED AS NOTED C, e o > a
fabrication at trusses, C,o_ -
elevations, pitches, overhangs, 's
REVISE AND RESUBMIT = 3 3 o E
fascias,ceiling
elevations/pitches, bearing REJECTED
conditions & all detail pertaining E02
to this truss placement plan. No .o N
back charges will be accepted
DATE d d o
without previous written E o a � O N
0
approval from an A-1 Roof N e ~ o `
Trusses representative. REVIEWED BY 0 = o g o
o s s 3
PLAN DATE ARCH: 08/24/15 STRUCT: 08/24/15 m = a a
CUSTOMER PHOENIX REALTY HOMES
a s tE
F o d
JOB NAME TARPON FLATS E E
0
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= o d E Y
OPTION(S) MODEL A a a N o=
COMMIT
/LOT#
m o m E
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CITY FORT PIERCE - 3
m m o 3
COUNTY ST. LUCIE
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BLDG ENCLOSED BLDG _ _ d
TYPE # __ o _ �_ _
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JOB # I MASTER WPRHTFA E a 42 s T
3 —
DRAWN SCALE 1u 3 = _ = o `
DATE 05/22/18
•ii � r � a o � �
JC N.T.S. aao 4:— o µ
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A-1 ROOF W d a o o E
TRUSSES AFLORIDA CORPORATION
Ph 772-409-1010 / Fax 772-409-1015 D
http://www. a 1 truss. com " _ E! ._"_