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5/8" SPACE FOR
Q 1931 lb CD
Cq Horizontal "Ib 2-HR FIRE WALL
;iBO2 PER DETAIL
D/A-301
B 0
2
X
BO%F 2X4- DR
OUTLOOKERS BY OTHERS
VERIFY FRAMING IN THIS AREA IS SUFFCIENT
ALONG THE FIRE RATED PARTY WALL
22'011
303G
- / -1830 lb
Horizontal: - IL)
CO'IG
� 11 1877 In
Horizontal. - b
VERIFY FRAMING IN THIS
AREA IS, SUFFCIENT_____
ALONG THE FIRE
RATED PARTY WALL
12'811
n
V02
111411
C0113
-1862 Ib
V03
Horizontal: lb
CO
Hanzontal lo
CO23
-ABLE
OTHERS
NO fiz; ANL�/ Uir% i viuzlZ, U :g
LEDGER CONNECTIONS BY BUILDER 4!
NOTES TO VERIFY: (UNLESS NOTED OTHERWISE)
... ...... . . ....... . ........... ..... .....
NOTE: ALL CEILING DROPS BELOW BEAM ARE
72 'IR
BY BUILDER (UNLESS NOTED OTHERWISE)
VERIFY ALL AC CHASES
- - - - - - - - -- - _- - -------- - -----
NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW w- a
AS NO MECHANICAL
TRUSS LID. AND TRUSS LOCATION ONLY.
PLANS WERE PROVIDED THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN El -0
OF STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE. I
REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS 2
FOR GRAVITY AND UPLIFT LOADS. t: a7
NO LIGHTING CONCESSIONS
HAVE BEEN MADE FOR BRACING & ERECTION DETAILS REFER E
E! >
TO BCSI-03 AND/OR ENGINEER OF RECORD
ALL TRUSSES ARE DESIGNED
REPRESENTS THE LEFT SIDE OF
WITH AN MIN. 1OPSF EACH TRUSS DRAWING
UNIFORM DEAD LOAD NOTE: REFER TO USP CONNECTOR CATALOG >
FOR INSTALLATION DETAILS
JUS24 ','H') THD46
11'Q�
A
ALL TRUSSES ARE DESIGNED
JUS26 MSH422 5. 4
WITH A 100 LBS CONCENTRATED /��,,�THID26 MUS26
E
LOAD AT ANY POINT ALONG ���)�THD28
\ DT WE
THE BOTTOM CHORD (12) THD26-2 OU
OF' THD28-2
(X�
LOWER SHED ROOF
AREAS ALL BY OTHERS �HBB',`tl HANGER BY BUILDER �IBBBI� BEAM BY BUILDER -.5
............
NOTE: UPLIFT CONNECTIONS FOR ALL COMMON >
NO STRUCTURAL PLANS PROVIDED TRUSSES BEARING ON ANOTHERTRUSS TO,BF-L TA�2
%IS
_OT, E R U N 'IS
EXCEPT S-001, S-002 AND S-121A STRAP, (BY ,H iTHEF
L
(EX�PLUDES VA EY AND IGGYBAC JRUSSES)�
LOADING �'ROOF FLOOR WIND LOAD
LOADING WAS NOT SPLIT BETWEE �E
n LIVE LOAD 20 50 ASCE 7-10
CL 0:
THE TOP CHORDS AND BOTTO 0
x
0 DEAD LOAD 10 171 MPH � EXP C
00
rn CHORDS WITHIN THE PLANS EOR
Cf)
LIVE LOAD 10* 0 CATEGORY 111 2 Z
a:
TO CONFIRM LOADING BREAK C: 80
DOWN IS SUFFCIENT 0 DEAD LOAD 10 10 ENCLOSED
9 TOTAL LOAD 40 71 FBC-2017
E ff
0
1.25
Z DU ATION FACTOR 1.00 TPI - 2014
REV DATE BY REMARKS
r= 2
Z: 'E Z
4:1
f
It is understood that above 5 Z
APPROVED
conditions have been reviewed
I & are acceptable for the
HATCH LEGENDJ
fabrication at trusses, APPROVED AS NOTED E
elevations, pitches, overhangs,
L] REVISE AND RESUBMIT
fascias,ceiling
SEEPLAN5 elevations/pitches, bearing
[:] REJECTED
conditions & all detail pertaining
to this truss placement plan. No El
back charges will be accepted
BRG I without previous written
X
approval from an A-1 Roof 'E
Y
Trusses representative. REVIEWED B
E
PLAN DATE ARCH: 6/1/18 STRUCT: 6/1/18
8.
CUSTOMER OLEANDER PROPERTIES OF FORT PIERCE !g
7L�
JOB NAME DIXIELAND TOWNHOMES Z2
Z
OPTION(S 3-UNIT
4
g
COMMNTY
LOT #
315/161, OR CITY FORT PIERCE
COLIN ST. LUCIE E
111611
TYPICAL ROOF DETAIL BLDG BLDG
TYPE #
SCANNED
By
JOB # 73066 MASTER WOPDTEA2U Z
ST LUCIE COUNTY
g
DRAWN SCALE
T DATE 8/13/18
41
DigreOly sign�d by Anthony T. Tornbo III
DN &
L�_m;hony 1o�b,(PWHEngIne,,Ing.nah,
I R J N.T.S.
I;, Tornbo I
Ant tN� OM6'0'111 CN-Anthonyt _!I, 0="Whole
,12 House Fng it ILL ', L=Ft. W
Ail 140 61
U,142nl a 0
8 .19-04'
7bk" n03 ft2
DF 3388 ft2 it-
Y4AP
==A-1 ROOF
FASCIA 297 ft
66 , L - I . NE 112 ft TRUSEMS
Truss L W
kip
Truss I.D. 5 _4E
russ I VALLEY L-IN-E-F-57 —A FLORIDA CORPORATION
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