DRAWINGSINDICATES LEFT END OF TRUSS
WHEN REVIEWING ENGINEERING SHEETS
THIS WILL BE THE LEFT SIDE OF THE PAGE
'16
TYPICAL CORNER SET
14"
SIMPSON HANGER TABLE
A WS 24 640 800 490
B WS 26 830 1040 1115
C WS 46 1000 1250 1165
D HUS 26 2565 3205 1550
E HHUS 46 2580 3225 1550
F HUS 28-2 1505 1885 1550
G SU(R/L) 26 800 1000 765
H SU(R/L) 46 1065 1330 815
K HGUS 28-(2/3) 6805 7925 3220
M HGUS 26-(2/3) 3940 4930 2325
N THGBH-2 10010 10010 8010
P THGBH-3 12335 12335 8010
R HANGER W/STRAP FOR UPLIFT BY OTHERS
L R
UNLESS OTHERWISE SPECIFIED, ALL TRUSS HANGERS WILL BE SIMPSON
HUS 26 OR EQUAL IF CARRYING 2X4 SINGLE MEMBERS OR SIMPSON
HGUS26-2 IF CARRYING DOUBLE MEMBERS. MUS 46 FOR 02 FLOORS
TRUSSES WILL BE BUILT BASED ON FINAL
APPROVED TRUSS DRAWINGS ONLY. IN ANY
CONFLICTS IN DESIGN BETWEEN
ARCHITECTURAL DRAWINGS AND
APPROVED TRUSS DRAWINGS, TRUSS
DRAWINGS SHALL TAKE PRECEDENCE.
Trusses which bear on top of other trusses require strapping
by others for uplift only. No lateral strapping req'd unless
indicated by engineer of mord. See engineering for uplift
and refer to strap manufacturer's specifications for size and
nailing.
ERECTION OF TRUSSES IS VERY HAZARDOUS. FAILURE TO
USE PROPER EQUIPMENT, SUCH AS, BUT NOT LIMITED TO
SPREADER BARS, AND FAILURE TO PROVIDE ADEQUATE
TEMPORARY BRACING INCREASE THE HAZARD
SIGNIFICANTLY. TRUSSES CAN FAIL IF MISHANDLED AND
MAY RESULT IN SERIOUS IN7URY AND EVEN DEATH. THE
BCSI-Bi SUMMARY, WHICH IS PART OF THE BUILDING
CODE, IS INCLUDED IN YOUR ENGINEERING PACKAGE AND
SHOULD BE REVIEWED PRIOR TO EACH TRUSS ERECTION
JOB. IF YOU HAVE ANY DOUBTS AS TO THE PROPER
PROCEDURES AND EQUIPMENT, DO NOT ATTEMPT TO
ERECT TRUSSES UNTIL YOU HAVE CONSULTED A
QUALIFIED PROFESSIONAL
TYP. END DETAIL
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BEAM SCHEDULE
FOR TRUSS LAYOUT PURPOSES ONLY, $'-o" A.F.F.
6 D 83
tATTIC STORAGE
ATTIC ACCESS UNDER PEAK
13'
r
FOR APPROVAL PURPOSES ONLY. DO NOT USE TO
SET TRUSSES UNLESS STAMPED *FINAL* HERE
' wt • ►t t1 • 4 � N;1 M •
;' :: • w91:1 1 11:'
WITHIN 10 DAYS OF DELIVERY DATE.
BEEN CHECKED BY US AND APPROVED FOR TRUSS DESIGN AND
MANUFACTURE. NO BACKCHARGES WILL ACCRUE AGAINST U.S.
TRUSS INC. IF TRUSSES ARE MANUFACTURED IN ACCORDANCE
WITH THIS DRAWING. ANY CHANGES MADE BY US AFTER THIS
APPROVAL MAY RESULT IN SURCHARGES.
3 D
APPROVED BY DATE
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NO
REVISION DATE
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DESIGN CRITERIA: FBC2014, ASCE 7-10, EXP. 'C', RISK CAT. II
170 MPH, WWFRS, CLOSED BLDG., MEAN ROOF HEIGHT 15 FEET
ROOF: DOR. FAG. • i.33 FLOOR: WR. FAC.
TC LL 33psf -psf
TC DL 15psf -psf
BC LL Opsf -psf
BC DL sf _sf
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SALES REP: HOUSE CHK'D:
DATE: 12/08/2015 SCALE: 3/16"=1'-0" DR.BY: TB
NOTE: ALL TRUSSES SPACED 2'-0" OC UNLESS NOTED OTHERWISE
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FOR APPROVAL PURPOSES ONLY. DO NOT USE TO
SET TRUSSES UNLESS STAMPED *FINAL* HERE
' wt • ►t t1 • 4 � N;1 M •
;' :: • w91:1 1 11:'
WITHIN 10 DAYS OF DELIVERY DATE.
BEEN CHECKED BY US AND APPROVED FOR TRUSS DESIGN AND
MANUFACTURE. NO BACKCHARGES WILL ACCRUE AGAINST U.S.
TRUSS INC. IF TRUSSES ARE MANUFACTURED IN ACCORDANCE
WITH THIS DRAWING. ANY CHANGES MADE BY US AFTER THIS
APPROVAL MAY RESULT IN SURCHARGES.
3 D
APPROVED BY DATE
NO
REVISION DATE
BY
2
VIEW
R
3
4
5
,fes 44%
µ
DESIGN CRITERIA: FBC2014, ASCE 7-10, EXP. 'C', RISK CAT. II
170 MPH, WWFRS, CLOSED BLDG., MEAN ROOF HEIGHT 15 FEET
ROOF: DOR. FAG. • i.33 FLOOR: WR. FAC.
TC LL 33psf -psf
TC DL 15psf -psf
BC LL Opsf -psf
BC DL sf _sf
_p0
TOTAL LOAD 55 sf - sf
SALES REP: HOUSE CHK'D:
DATE: 12/08/2015 SCALE: 3/16"=1'-0" DR.BY: TB
NOTE: ALL TRUSSES SPACED 2'-0" OC UNLESS NOTED OTHERWISE
HANDLING AND ERECTION
CARELESS HANDLING OF TRUSS(ES) SHALL NOT BE PERMITTED. TEMPORARY
AND PERMANENT BRACING FOR HOLDING TRUSS(ES) PLUMB AND FOR
RESISTING LATERAL FORCES SHALL BE DESIGNED AND INSTALLED BY
OTHERS. NO LOADS OTHER THAN THE ERECTORS, ARE TO BE APPLIED TO
TRUSS(ES) UNTIL AFTER ALL BRACING AND FASTENINGS ARE COMPLETED.
AT NO TIME SHALL CONCENTRATED LOADS GREATER THAN DESIGN LOADS
BE APPLIED TO TRUSS(ES).
MISCELLANEOUS INFORMATION
THIS DESIGN SHEET AND THE INFORMATION HEREON IS THE PROPERTY OF
U.S. TRUSS INC., AND IS NOT TO BE COPIED IN WHOLE OR IN PART, OR
USED FOR UNAUTHORIZED EXPLORATION OF THE ITEMS DISCLOSED HEREIN,
ANDREW CA RA N A NTI
OR IN ANY OTHER WAY DISCLOSED OR USED FOR FURNISHING INFORMATION
TO OTHERS. ALL LATERAL BRACING SPECIFIED HEREON IS FOR BRACING
MEMBERS ONLY. RESTRAINT OF LARAL BRACING AND
CA RA N A N TI RES . ADDITIONAL BRAINDIVIDUAL SCING FOR OVERALL STRUCTURE IS TOTE BE PROVIDED BY
DESIGNER OF COMPLETE STRUCTURE.
219 NE 11TH AVE,
BOYNTON BEACH�:;YS .e
U.
PALM BEACH COW,-,,,.. TRuss
�s� )sss 4aoo INC. —800-273 6181
1.50389 . EMAIL•USTRUSSOUSTRUSS.COM
�Ir�;C�61)687 3814
�� M WEST 4511h. STREET, WEST PALM BEACH,FLORIDA 33407
.