09-1078-001NOTE:
UPL I f REACT I ON5 SHOWN ON TRU55 DE5I GN5
AND PLACEMENT PLAN ARE TO BE USED IN DE5I GN
OF TRU55 TO TRU55 CONNECTIONS AND FOR
REFERENCE ONLY.
UPL I FT REACT I ON5 FOR CONNECTIONS OF TRUSSES
TO THE SUPPORTING STRUCTURE ARE RE5PON5AD I L I TY
OF THE PROJECT ENGINEER OR ARCHITECT.
REFER TO APPROVED PERMIT DOCUMENTS
FOR EXACT VALUES.
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ATTENTION 61JILDER5
ALL DIMEN5ION5, OVERHANGS, PITCHES,
ETC. TO DE CHECKED DEFORE ORDERING
TRU55E5: IT 15 YOUR RE5FON5IDILITY
TO CHECK OUR TRU55 PLAN!
191_9" GD A AI
DO NOT GUT OR ALTER TRU55E5!
MARTINEZ TRU55 COMPANY WILL NOT HONOR
CLAIMS OR 6AGK CHARGES UNLESS AUTHORIZED
15Y !OUR OFFICE -IN WRITTIN61
ROOF TRU55 LAYOUT
SCALE: 1/4 "= 1' -0"
TRUSS
LOADING CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LIVE:
30.0
TOP CHORD LIVE:
TOP CHORD DEAD:
15.0
TOP CHORD DEAD:
BOTTOM CHORD DEAD:
10.0
BOTTOM CHORD DEAD:
TOTAL LOAD (PSF)
55.0
TOTAL LOAD (PSF):
STRESS INCREASE:
1.33
STRESS INCREASE:
THIS TRUSS SYSTEM HRS BEEN DESIGNED WITH LOADS GENEIRTED BY 146 MPH
WINDS USING 5.0 PSF TOP CHORD DEAD LOAD AND 5.0 PSF BOTTOM CHORD
DEAD LORD CAT. II. EXP. C (ASCE 7-02)
FIELD BRACING Is not the re"onsability of the trudbs fabrteator,
truss deoplgner. or plate manufacturer. Forsonti erectlne trusses
are cautioned to eeek prole "Tonal advice reearding temporary
and erection bractng which Hs alwaye required to prevent toppling
and dominolne during erection, and permanent bracing which may
be required in o.,pecl•flc appllcatlone. Tru��es shall be erected
and fastened in a -mtraleht and plumb position. Where no direct
top chord --j-heathine ig applied. truggee must be braced at 24"
on center maximum. Where no direct bottom chord sheathing IS
applied. tru -bs.,e-, mu--,t be braced at 10' -0" on center maximum.
'i russe� muet be handled with extreme care during erection to
prevent damaee or personal Injury. Refer to truss enelneering
-for connection and bracing requlrementap. These calculatlons are
eupplled In order -for the ENGINEER OF RECORD to adequately
provide for connection and Inteeration of the roof' assembly to
the Supporting structure. Designers of tiupportine connection
are 15OLEL.Y reeponeible for the Inteerity of their product.
Trudbees remain our property until paid for in full. Truce layouts
and eneineerine may not be reproduced to part or in full under
any ctrcumstanceti.
IMPORTANT NOTE,
ALL C)IMEIVSION TO BE VF_fZI1 =IEP IN FIaLD
PAY G.G. BEFORE FABRICATION
LABFL I NG TRU59E5 15 A SERV ICE,
NOT A REQUIRE ENT. THEREFORE,
I T 115 THE RE5 PONS I D I L I TY OF THE DU I LDER
TO USE THE ENGINEERING DRAWIN65 WHEN
EERECTEING TRUSSES. IN CASE OF DISCREPANCIES
DHTWENG . TRU55 IN GSR PREVAILS ENG. DRAWIN65
REACTIONS SHOWN IN LAYOUT ARE GRAVITY LOAD ONLY.
FOR UPLIFT 5EE INDIVIDUAL ENGINEERING 5HEET5 OR
ARCH / STRUCTURAL DRAWIN65.
ALL WALLTO 6E LOAD WWMT �RE
ELEV. q1-0"
ELEV. 10' -0"
ELEV. 151_g5li
ELEV. 11' -0"
HANGER SCHEDUL,E�'
MODEL
LOADS Y
UPLIFT
MFR.
TRUSS Y;flENTIFI 'ATI0N
—_
M5H213 R- L
1766
730
U5P
N/A '
GTU40
7110
6250
U5P
N/A
N/A
6TU80
8245
8545
U5P
THDH 26 -2
3765
2235
U5P
N/A ' ' ' ' '
HU526
2580
1825
U517
T22
NOTE: 5EE TRU55 CALCULATION GUT 5HEET5 FOK 5FEGIF16
JACK $ CORNER JACK CONNECTIONS
APPROVED TRU55 ANCHOR DY DUILPER
SQUARE GUT OVERHANG
HEEL HEIGHT= 0' -4"
TOP = 2x4 MIN. 12
DOTTOM = 2x4 MIN. 5 C7-7�
.G
(V.I.F.
TYP. TRU55 END DETAIL
5GALE: 1/4 " =1' -0"
Du1LDING D EP iVf.!
7;
`k'PROVED BY
AWE-
SFCr►osr
ALL TRU55 SPACING Cm 24" O. G.
UNLESS OTHERWISE SPECIFIED.
SHOP DRAWING APPROVAL
THIS LAYOUT IS THE SOLE SOIJRCE FOR FABRICATION OF
TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR
OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS
LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL
BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST
CHANGES THAT WILL RESULT IN EXTRR CHARGES TO YOU.
EDWARy"O VAZOUEZ
�'�WTSSIUk ENGINIIR
STATE OF FLORIDA # 53893
8816 0 108 LNE, HUM, FL 33018
V V I C VV
9280 N.W. SOM RIVER DRIVE, h 305 883 -6261
MIAMI, FLORIDA. 33166- P `
MARTINEZ TRUSS Co. Inc. CCO958 . J. MARTINEZ fx. 305 885 -2925
FEL DEVELOPERS
DATE: 11 -17 -Oq OWNER: REV. DATE: —
DRW. by: J A 5 SCALE: A5 SHOWN
JOB NAME: 63 10 ADD I T I ON DRAWING NUMBER
ADDRESS: 6310 5UN5ET DRIVE N032584
MIAMI , FL 33143
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