13-688-001NOTE:
UPLIFT REACTIONS 5HOWN ON TRU55 DE516N5 AND
PLACEMENT PLAN5 ARE TO DE U5ED IN DESIGN OF
TRU55 TO TRU55 CONNECTIONS AND FOR REFERENCE.
THE UPLIFT VALUE OF CONNECTION5 OF THE TRU55E5
TO THE SUPPORTING 5TRUCTURE ARE THE RE5PON5ADILITY
OF THE ARCH. AND /OR EN6. OF RECORD. REFER TO APRVD.
PERMIT DOCUMENTS FOR EXACT VALUES.
OUTLOOKER5 DY DLDR.
:r
s
�
b
m
b
M
FLOOR TRUSSES
TOP CH3M LIVE 30.0
TOP DM LIVE:
TOP CIS DEAD: 15.0
TOP QiOtD DEI D
WTT011 QED D90 10.0
BOTTOM QED DFAO:
TOTR- LORD A'SFI 55.0
TOTAL LOFD FM
STRESS DCFffISE: 1.33
STRESS DG ERSE:
THIS TRUSS SnO HAS 130 I)MG UR LD'DS 613060 BY 175 MPH
!r>NOS USDC 5.8 PSF TOP DOM ON IDs fNl 5s PSF MTTOM DCRD
MID LUfa DDT. I I. 07. C UM 7 -18)
N/A
6TU40
7110
M
U5P
WA
6TU80
L
8545
U5P
d
NVFHE30
15825
6
NU -VUE
H671
F
2580
1825
u
Hq1, MI-1111, H131, H151, H171, H1g1
L
OUTLOOKER5 DYI
NOTE:
LADEL I NG TRUSSES 15 A SERV I CE,
NOT A REQUIREMENT. THEREFORE.
IT 15 THE RESPONS I D I L I TY OF THE DUILDER
TO USE THE EN6I NEER I NG DRAWI N65 WHEN
ERECTING TRUSSES. IN CASE OF D I 5GREPANG I ES
DETWEEN TRU55 MARKINGS AND EN6. DRAW IN65
THE EN6.DRAWIN65 PREVAILS.
ROOF TRU55 LAYOUT
3/16' =1n -0•
IMPORTANT NOTE:
ALL DIMEN5ION TO DE VERIFIED IN FIELD
DY G.C. DEFORE FADRIGATION
TRUSS LOADING
CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CH3M LIVE 30.0
TOP DM LIVE:
TOP CIS DEAD: 15.0
TOP QiOtD DEI D
WTT011 QED D90 10.0
BOTTOM QED DFAO:
TOTR- LORD A'SFI 55.0
TOTAL LOFD FM
STRESS DCFffISE: 1.33
STRESS DG ERSE:
THIS TRUSS SnO HAS 130 I)MG UR LD'DS 613060 BY 175 MPH
!r>NOS USDC 5.8 PSF TOP DOM ON IDs fNl 5s PSF MTTOM DCRD
MID LUfa DDT. I I. 07. C UM 7 -18)
ALL TRU55 5PACIN6 0 2411 0. G.
UNLE55 OTHERWISE SPECIFIED.
rMLD DRACV46 Is not the responuMlity of the revs falrrlcator.
tru” desyne•, or plate moseactnre•. persons erectly V%no -b +
are cartloned to seek professlanal advice ro@wAny temporary
and erection bracing which Is always reRulred to prevent top/Ind
and damlim" AA" erectlom and permanent bracky which may
Do re.{ured n specific appllcatlom. Tru"" +hall be erected
end fastened In a straldht and plenb position. Where no direct
top chord sheathly M applied. tnwses must be braced at 24•
on center n,a bnLrm Where no direct bottom chord sheatlwy Is
epplleA tnwses nu►t be braced at W-o• on center maxkvum
Tnrsses nerst be haled with extreme care dunno so Van to
prevent damp or personal injury. Refer to tnns eyneety
for connection and brac" re4tilrenents. These c W- atlon o are
supplied M order for the cNlB MM OF KZCM D to adeluately
provide for connection and Integration of the roof assembly to
the supportlry structure. Desl/wrs of +upporthy carnectlom
are WLtLY respawlMe for the Mteg lty of their product.
Tr i.me" remain our property ,till paid for M Wt. Tres layouts
and engibmw ii may not be reproduced w part or M fW Lender
any ereurnstenees.
„
rL00KER5 DY DLDR.
APPROVED TRU55 ANCHOR DY DUILDER
5QUARE GUT OVERHANG
HEEL HEIGHT= 2x6 5TD. 12
TOP = 2x4 MIN. = 50� {V,I,F,)
BOTTOM = 2x4 MIN.
tp
OUTLOOKER5 --
DY DLDR. 3.0 12 - �'
I
TYP. TRU55 EN
v2 "44'
r DLDR.
(V.I.F,)= VERIFY IN FIELD
DO NOT CUT OR ALTER TRU55E5!
MARTINEZ TRU55 COMPANY WILL NOT HONOR
CLAIMS OR RACK CHAR6E5 UNLESS AUTHORIZED
DY OUR OFFICE IN WRITTING!
SHOP DRAWING APPROVAL
THIS U=ff IS THE SOLE SOURCE FOR FfIOMRTI01! OF
TRUSSES f11'D UODIS f111 PREVIOUS f1(UQTECTURfII.. OR
OTHER TRUSS LAYOUTS. REVD flfQl fiPMA OF THIS
LAYOUT MM EE RECEIVED BffOE FW TRUSSES WU
EE MALT. LEWY fU CQOITIONS TO ItlsK f1rfW
00M THfif WAL RESULT IN EXTRA W(ES M YOU.
► ❖. ❖. ❖. ❖o
V5075 i
HANGER SCHEDULE
MODEL
(Lll
UILPT
M FACTUa
TRUSS IDENTIFICATION
M51-1213R
1768
730
U5P
WA
M51-121%
1768
130
H .
N/A
6TU40
7110
6250
U5P
WA
6TU80
8245
8545
U5P
N/A
NVFHE30
15825
14805
NU -VUE
H671
HU526
2580
1825
U5P
Hq1, MI-1111, H131, H151, H171, H1g1
• r�• 1
1.1 •••
1 / 1•
r 1' ifir + APILIN
ATTENTION DUILDER5
ALL DIMEN5ION5. OVERHANGS, PITGHE5,
ETC. TO DE CHECKED BEFORE ORDERING
TRU55E5. IT 115 YOUR RE5PON5IDILITY
TO CHECK OUR TRU55 PLAN!
EXISTING CONDITIONS TO DE VERIFIED
DY DUILDER IN ORDER FOR NEW TRU55E5
TO MATCH EXISTING TRU55 CONDITIONS
ATTENTION DUILDER5
ALL DIMEN5ION5, OVERHANGS, PITGHE5,
ETC. TO DE CHECKED DEFORE ORDERING
TRU55E5. IT 15 YOUR RE5PON5IDILITY
TO CHECK OUR TRU55 PLAN!
Ad REVIEWED &
❑ REJECTED
APPROVED
I r : ❑ REVISE &
[I FURNISH AS
RESUBMIT CORRECTED
7 his review is only for general conformance with the design
concept of the project and general compliance with the
information given in the Contract Documents. Corrections
and/or comments made as part of this review do not relieve
contractor of responsibility from conformance with the
Contract Documents, applicable codes, and I
I V, which have priority over this shop drawing. The desilgnf
Professional does not warrant or represent that the
! Information within this shop drawing is either accurate or
Complete. No responsibility is assumed for correctness of
design, details, and dimensions. Sole responsibility for
K' correct design, details, and dimensions remain with the
" party providing the shop drawing. Contractor is responsible
for all dimensions, quantities and performance requirements
to be confirmed and correlated at the job site; for all
,..
Information that pertains to the fabrication processes or
10chniques of construction; for all coordination of the work Of
all trades; for assuring consistency with the Contract
Documents; and for performing the work in a safe and j
satisfactory manner. 4�
CASTTLLO ARCHITECTURE & pLA MMG, LLG
Date 3 Submittal
ey
I4ri
lz
s
00
•••••e•
JOHN A. I LTER
PROFESSIONAL ENGINEER
STATE OF FLORIDA. 136205
1433100hIlKWAY, MIAMI UPS, Fl
31) VIEW
9280 N W SOUTH RIVER DRIVE, (305 883 -6261
MIAMI. FLORIDA. 33166- p h
MARTINEZ TRUSS Co. Inc. CC0958 J. MART I NEZ fx. A W2925
KINGDOM V115ION
DATE: 05-23-13 OWNER:
DRIP. BY. A F B
JOB NAME: VIDAL RES.
JOBAUfAESS:8020 REP RD.
MIAMI, FL
( -44
•
MWI
�:smr•sle+.
N
G
V
REV. DATE:
SCALE: A 5 5 H 0 W
DRAWING NUM fRb
13020504%
•
3