14-974-001NOTE:
UPLIFT REACTIONS SHOWN ON TRUSS DESIGNS AND
PLACEMENT PLANS ARE TO BE USED IN DESIGN OF
TRUSS TO TRUSS CONNECTIONS AND FOR REFERENCE.
THE UPLIFT VALUE OF CONNECTIONS OF THE TRUSSES
TO THE SUPPORTING STRUCTURE ARE THE RESPONSABILITY
OF THE ARCH. AND /OR ENG. OF RECORD. REFER TO APRVD.
PERMIT DOCUMENTS FOR EXACT VALUES.
NOTE:
LABELING TRUSSES IS A SERVICE,
NOT A REQUIREMENT. THEREFORE,
IT IS THE RESPONSIBILITY OF THE BUILDER
TO USE THE ENGINEERING DRAWINGS WHEN
ERECTING TRUSSES. IN CASE OF DISCREPANCIES
BETWEEN TRUSS MARKINGS AND ENG. DRAWINGS
THE ENG. DRAWINGS PREVAILS.
(V.I.F.)= VERIFY IN FIELD
i
C
Q,. Q..
IMPORTANT NOTE:
ON CONNECTOR.
MARTINEZ TRUSS COMPANY WILL NOT HONOR
ALL DIMENSION TO BE VERIFIED IN FIELD
CAN
BY OUR OFFICE IN WRITING!
UPLIFT
BY G.C. BEFORE FABRICATION
19'6" 57'2", 3' 0"
APPROVED THIS LAYOUT IS TEH SOLE SOURCE FOR FABRICATION OF
;
ALL TRUSS SPACING @ 24" O.C.
- TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR
- -
OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS
16' 9" /
22'4"/
UNLESS OTHERWISE SPECIFIED
! BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST
TR- USS LOADING CONDITIONS
- - - CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
3
6250
- - -
- -- - - - - - - - -
- _
ROOF TRUSSES FLOOR TRUSSES
FIELD BRACING is not the responsability of the truss fabricator,
truss designer, or plate manufacturer Persons erecting trusses
-- - - - - -
TOP CHORD LIVE: 30 TOP CHORD LIVE:
are cautioned o seek profess anal advice regarding temporary
and erection bracing which is always required to prevent toppling
- -- - - - - --
P CHORD DEAD: 15 TOP CHORD D EAD:
and dominoing during erection, and permanent bra cin which
may
be required in specific applications Truss es shall be erected
N/A
and fastened in a straight and plumb position Where no direct
BOTTOM CHORD DEAD: 10 BOTTOM CHORD DEAD:
top chord sheathing is applied, trusses must be braced at 24"
- - - - - -- - - - - - - - -- - - --
TOTAL LOAD (PSF): 55 TOTAL LOAD (PSF):
on center maximum Where no direct bottom chord sheathing is
applied, trusses must be braced at 10' -0" on center maximum
HUS26
Trusses must be handled with extreme care during erection to
STRESS INCREASE: 1.33 STRESS INCREASE:
prevent damage or personal injury Refer to truss engineering
- - - - - - - - - - -- - - - - -- - - -- - -
for connecLon and bracing requirements These calcuations are
THIS TRUSS SYSTEM HAS BEEN DESIGNED WITH LOADS
supplied in order for the ENGINEER OF RECORD to adequately
provide for connection and integration of the roof assembly to
GENERATED BY 175 MPH WINDS USING 5.0 PSF TOP CHORD
the supporting structure Designers of supporting connections
DEAD LOAD AND 5.0 PSF BOTTOM CHORD DEAD LOAD CAT. II.
are SOLELY responsible for the integrity of their product
Trusses remain our property until paid for in full Truss layouts
EXP. C (ASCE 7 -10)
and engineering may not be reproduced in part or in full under
any circumstances
Q,. Q..
ROOF TRUSS LAYOUT
3/16" = 1' -0"
79' 8" 1 2'
ON CONNECTOR.
MARTINEZ TRUSS COMPANY WILL NOT HONOR
CLAIMS OR BACK CHARGES UNLESS AUTHORIZED
CAN
BY OUR OFFICE IN WRITING!
UPLIFT
SHOP DRAWING APPROVAL
19'6" 57'2", 3' 0"
APPROVED THIS LAYOUT IS TEH SOLE SOURCE FOR FABRICATION OF
;
768S
- TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR
1
OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS
16' 9" /
22'4"/
18' 1"z
! BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST
- -- -- - -
- - - CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU.
3
6250
4 - -
2x SUBFASCIA
BY BLDR—
5
3 , 6 „
2x SUBFASCIA
—BY BLDR
USP
N/A
THDH26 -2
3765
2235
USP
N/A
HUS26
2590
1925
USP
MP3
- -
N/A
210-1
1'
2' 0
USP
BLDR)
< /
JUS26
975
1115
oZ
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