13-168-002NOTE:
UPLIFT REACTIONS 5HOWN ON TRU55 DE516N5 AND
PLACEMENT PLAN5 ARE TO DE U5ED IN DE5I6N OF
TRU55 TO TRU55 CONNECTIONS AND FOR REFERENCE.
THE UPLIFT VALUE OF CONNECTION5 OF THE TRU55E5
TO THE SUPPORTING STRUCTURE ARE THE RE5PON5ADILITY
OF THE ARCH. AND /OR ENG. OF RECORD. REFER TO APRVD.
PERMIT DOCUMENTS FOR EXACT VALUE5.
RECEIVED
SEP 09 2013
UNITED ENGINEERING, INC.
IMPORTANT NOTE:
ALL DIMENSION TO DE VERIFIED IN FIELD
DY G.G. DEFORE FADRIGATION
NOTE:
LADELIN6 TRUSSES 15 A SERVICE,
NOT A REQUIREMENT, THEREFORE,
IT 15 THE RE5PONS I D I L I TY OF THE DUILDER
TO USE THE ENGINEERING DRAWINGS WHEN
EREGTIN6 TRUSSES. IN CASE OF DI5GREPANCIES
DETWEEN TRUSS MARK IN65 AND ENG. DRAW IN65
THE EN6.DRAWIN65 PREVAILS.
(V,I,F,)- VERIFY IN FIELD
TRUSS LORDING
CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE 30.0
TOP CHORD LIVE:
TOP CHUM DEAD: 15.0
TOP CHORD DEAD:
BOTTOM CHORD HERD: 10.0
BOTTOM CHORD DEAD:
7078. LOAD ff'SFI 55.0
TOTE L LOfI4 FM
STRESS DCF EASE: 1.33
STRESS INCFERSE:
THIS TRUSS SYSTEM HRS HD DESIGU WITH LORDS MERfiTED BY 175 MPH
WDO USM 5.0 PSF TIP CHORD ON LORD ff 5.0 PSFBOTTOM CHORD
MM LORD CRT. 11. EXP. C IASCE 7 -101
2235
USP
IA
T526
2560
1g25
U51'
02 q2 A ML
ffililloIII
M o Iu21
.
182 �tKlo2 MN
kl�KOR NOTE: SEE TRUS1
K't
. &C�U,A�Ip4 CUT SFEETS FOR SPECIFIC
Il�►�i�l■
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11
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1111111 110 10111011�
Lis 0
IN
■
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IN
MH202
IN
IN
VI�
IN
IN
II
s,
�I air
TRUSS LORDING
CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE 30.0
TOP CHORD LIVE:
TOP CHUM DEAD: 15.0
TOP CHORD DEAD:
BOTTOM CHORD HERD: 10.0
BOTTOM CHORD DEAD:
7078. LOAD ff'SFI 55.0
TOTE L LOfI4 FM
STRESS DCF EASE: 1.33
STRESS INCFERSE:
THIS TRUSS SYSTEM HRS HD DESIGU WITH LORDS MERfiTED BY 175 MPH
WDO USM 5.0 PSF TIP CHORD ON LORD ff 5.0 PSFBOTTOM CHORD
MM LORD CRT. 11. EXP. C IASCE 7 -101
ALL TRU55 5PAGIN6 0 24" 0. G.
UNLE55 OTHERWISE SPECIFIED.
TIELD DRACII46 h not the retironbobltty of the vv" faWlaotor,
trues de+udner. or plate maufactu•sr. Fersons erectkld mates
a•e cautloned to seek professional advice redardlnd temporary
and erection bracbie which Is dray+ roqured to prevent toppling
and domkuokud Arbd ereotlom and pw"uwwnt bracing which may
be requred w spsolft application-6 TrLwi." +hall be erected
and fa+telad In a +traldht and pkxnb po%ItWm Where no direct
top chord sheathkne le applied. snow* must be braced at 24•
on certtx msalmu „. Where no direct bottom chord sheathkM Is
Applied. tno'b” "Imt be braced at 10' -0• an center maxkmmm
Tna+es must be handed with extreme care during erection to
prevent damage or personal In,Kry. Refer to tnas "Oneerkud
for connection and broWnd reglllroment+. These calcl/atlons are
suppred in order for the E461NEER OF RECORD to adequately
provide for connection end Intepratlon of the roar a+eembly to
the vppoMnd +trucfare. Designers of supporttnd connections
are •SMELY responsible for the kniegMty of their product.
TPLm *o* remain our property until paid for In full. Tna+ layout+
and engine" may not be reproduced in part or in full under
any ciraanstances.
ROOF TRU55 LAYOUT
INo.I DATE.I REVISED IAPPROVEDI
3116" =1' -0"
CM
s
b
V
a
A-
�I
ti
APPROVEP TRU55 ANCHOR DY DUILDER
5QUARE GUT OVERHANG
HEEL HEIGHT= 2x6 5TR
TOP = 2x4 MIN.
DOTTOh'
TYP. TRU55 END DETAIL
APPROVED TRU55 ANCHOR DY DUILDER
5QUARE GUT OVERHANG
HEEL HEIGHT= 2' -6"
TOP = 2x4 MIN.
00TTOM = 2x4 MIN.
1/211 =1' -O"
5EG. A
DO NOT GUT OR ALTER TRUSSES!
MARTINEZ TRU55 COMPANY WILL NOT HONOR
CLAIMS OR RACK CHAR6E5 UNLE55 AUTHORIZED
DY OUR OFFICE IN WRITTING!
SHOP DRAWING APPROVAL
THIS LAYOUT IS THE SOLE SOURCE FOR FABRICITTION OF
TRUSSES M VOIDS U PREUIIIUS HChdl RM OR
OTIfR TRUSS LAYOUTS. REUIEW IN WOR OF THIS
LRYOUT MUST IE RECEiUED ffFORE ANY TRUSSES WILL
BE 1IIIII.T. VERIFY fl.l- CMITIM TO INSURE fIGflAIST
CHFNI((;ES THRT WU RESULT IN EXTRA CHARGES TO YOU.
1/211 =11 -011
PARTIAL
ENGL05FD
.HANGER = SCHEDULE
/ANTI MODEL.- t Loa -1FL1F4 _ MANlFAc� TRUSS IDENTIFICATION
-LOADS .
NIA M5H2139 1766 730 USP CJ7 0`7 P
6142151-
_
I 1
_
U U4G
GT060
7W
8245
6250
7—W-1
1'J�J�JteJr•J
8545
U5P
NIA
PARTIAL
ENGL05FD
.HANGER = SCHEDULE
/ANTI MODEL.- t Loa -1FL1F4 _ MANlFAc� TRUSS IDENTIFICATION
-LOADS .
NIA M5H2139 1766 730 USP CJ7 0`7 P
6142151-
966 -
7 0
_
U U4G
GT060
7W
8245
6250
7—W-1
NIA
8545
U5P
NIA
IDH 26 -2
3765
2235
USP
IA
T526
2560
1g25
U51'
02 q2 A ML
M o Iu21
.
182 �tKlo2 MN
kl�KOR NOTE: SEE TRUS1
K't
. &C�U,A�Ip4 CUT SFEETS FOR SPECIFIC
ATTENTION DUILDER5
ALL DIMEN5ION5, OVERHANG5, PITCHES,
ETC. TO DE CHECKED DEFORE ORDERING
TRU55E5. IT I5 YOUR RE5PON5IDILITY
TO CHECK OUR TRU55 PLAN!
EXISTING CONDITIONS TO DE VERIFIED
DY BUILDER IN ORDER FOR NEW TRU55E5
TO MATCH EXI5TIN6 TRU55 CONDITIONS
ATTENTION DUILDER5
ALL DIMENSIONS, OVERHANGS, PITCHES,
ETC. TO DE CHECKED DEFORE ORDERING
TRU55E5. IT 15 YOUR RE5PON5IDILITY
TO CHECK OUR TRU55 PLAN!
RECEIVED
SEP 09 Z013
UNITED ENGINEERING, INC.
SHOP DnAWING SUBMITTAL
nEMEVJ IS 0-My 1' 3 Ga CMUCItAA"a
WITH ctt= OrMaPT "M r4—imW01
In
CMCRACT
000U,I;mm Contractor is sole -ay
CE
responsible for
verifying dhensions; for estzblishin3 manufacturing
PMW=M n=rM ftdm Cj--% sequences of
proeeduresdoms .ruttton end for wgirdin,- tienof
Work of aD lidos. ExxptioM takLn and noted to
UNITED
Enaineering, Inc.
infoma. -tim L$=M dam not xuthort:e work
resu"U in c cntrrct test revisions
unless so stated
in srperat* rl trtr or Chant/ Order.
orss
XTA=
w arrRt�a: 0 8 0 4 01 — 0 1 0� =mom
BY: . QAT §E�P 10_ 2_ 413 o R 7N0
`'�1N111114,,,�
AZI.Z
?.••ocEAJS•�;.,tO we
? 3Q205 3
I i OF
��rrrrrlrtn��
JOHN A. I LTER
PROFESSIONAL ENGINEER
STATE OF FLORIDA. 136205
14D OOH KWAYI NIANI IAI�S, FL
31) VIEW
9280 N W SOUTH R I VM 71 VE,
1111W I . FLORIDA. 33166- ph. (305 883 -6261
MARTINEZ TRUSS Co. Inc. CCO958 J. MART I NEZ fX. 305 885 -2925
CEN GON5T.
DATE: 08 -07 -13 OWNER: NEV. DATE:
DRYI. BY. J M 5 1 SCALE: AS SHOWN
JOB NAME: 7030 RES, DRAWING NUMBER
JOB IDDRESS :7030 S.W. 630 AVE.
IM42q02 MIAMI, FL