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APPROVED TRUSS ANCHOR BY BUILDER
TRU2S BEARING HEIGHT SCHEDULE 20 MINIMUM TOP and BOTTOM CHORDS
PLUMB CUT OVERHANG
4 1/i6" HEEL HEIGHT
8-8
5 svAVN/
ALL CEILINGS ARE FLAT AT BEARING HEIGHT
HANGERS TO BE USED
(Simpson) or (Usp)
Q HUS26 QA HUS26
Q HGUS26-2 Q THDH26-2
EQ HGUS26-3 EQ THDH26-3
QD QD RT16A
QB CONNECTION BY BUILDER
GMEVIEWED ❑ REVIEWED AS NOTED
❑ REVISE & RESUBMIT Cl REJECTED; RLSUBMIT
❑ NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general compliance with the Contract Documents only.
Notations Do Not iwthor;e Changes to Contract Sum.
Reviews. Comments and/or conecuans does not relieve the
Contractor ham compliance with the Contract Documents. The
Contractor a respon Slble for 0001111l1ug and cauelating all
auanhUes d,+nensions !oletancesclearances taDncatlon
processes tccnn:eurs rnd Sequences of construction,
. aip:mbildy Ot m,,ler e,5 and materials caordin in of IheU
•:urn with otter Lr ae: and subcontractors aimance of
,:w6 ,n a soft and satisfactory manner and ulI compliance
with the Con(raci Documents.
DATE VI ED BY
A. B. DES N G OUP
TYPICAL TRUSS END DETAIL
A
•
NOTE:
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL, DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE NTH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF "HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING, w
INSTALLING & BRACING METAL PLATE CONNECTED •
WOOD TRUSSES" (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY vI
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
n
TITLE
DATE
All spacing is 24" O.C., except as noted.
All walls shown are bearing, except as noted. <
All valleys calculated with sheathing under. •
Number of girder plies to be determined by engineering.
DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE.
Labeling trusses is a service, not a requirement. Engineered
drawings supersede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses.
WARNING
ERECTION BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK d
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REOUIRED TO
PREVENT MUNG AND OOMINOING DURING ERECTION; AND PERMANENT BRACING WHICH
MAY BE REWIRED IN SPECIFIC APPLICATIONS. SEE'BCSI—Bt Summary Sheet COMMENTARY -
and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED -
WOOD TRUSSES• (UPI). TRUSSES ARE TO BE ERECTED AND FASTENED N A STRAIGHT AND
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY 70 THE TOP CHORDS; THEY
SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. ! • -
TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTION TO PREVENT
DAMAGE.
• TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS.
W •
QTRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE F
CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO
Zr HANGER IS SUPPLIED.
CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
MWFRS(low—rise)/C—C hybrid Wind ASCE 7-10
Exposure Category : C Bldg Category : 2 Wind Design Velocity :160 MPH
Imp. Factor: 1.00 Wind Load Duration Factor: 1.60 Mean Roof Height : 15 N.
Brim M Bleakly Seuct End #76051 2590 N. KINGS HIGHWAY FT. PIERCE, FL 04951 (772) 464-4160-
R •
Trusses shown on this layout are a component part S
of the building and show truss location.
Proper erection, temporary and permanent bracing designSOURNTRUSS (772) 464-4160
are the racingsi how of the building designer r wingengineer. �COWANMSA INC.
Lateral bracing shown on the Individual truss drawings
must be placed during the erection procedure. 2590 N. Kings Highway Fort Pierce, FL 34951
BLK: RYAN HUMLS
—DESCRIPTION:
i352 Oakland Lake Circle Plan - 1452 Elev. A
W". DATE DRAWN eW DRA'ANO NUA@ER Q
Oakland Lake 3/16"=1'-0" 5 22 2017 dhc 1452N
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