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ROOF PLAN
ELEVATION "A" SCALE: 3/16 = P-0"
TRUSS BEARING HEIGHT SCHEDULEAPPROVED TRUSS ANCHOR BY
2x4 MINIMUM TOP and BOTTOMBUILDER CHORDS
PLUMB CUT OVERHANG
_ 4 1/16" HEEL HEIGHT
8'—g„
ALL CEILINGS ARE FLAT AT BEARING IIEIGIIT
HANGERS
TO
BE USED
(Simpson)
ar
(Usp)
(D
HUS26
(D
HUS26
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HGUS26-2
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THDH26-2
HGUS26-3
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THDH2.6-3
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RT16A
(D CONNECTION
BY BUILDER
---„Ar_,.7-�._,.�,.-.,,•���',�,'=`-'mom=-.,�=- -=
Y
�%REVIEWEp ❑ REVIEWED AS NOTED
��jj REVISE & RESUBMIT 0 REJECTED/ RESUBMIT
❑ NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and general compliance with Notations Do Not Authorise the Contrast Documents only.
Changes to Contract Sum.
Reviews, Comments and/or corrections does not relieve the
CootracMr from compliance with the Contract Documents. The
coetgctor is responsible for confirming and corralsting allgaontities, dimensions, tolerances, oeannces, fabrication
processes, techniques and saquences of construction,
compatibility of materials and materiels roar lion of their
work with other tire ao/ aohcMhactor for a of once of
eHNI)♦rle Work in 4 3*eleeeer a r 1 Pcomplisoce
r'
BY
A. 8. aD
S„`04
5�
R
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BRG.
TYPICAL TRUSS END DETAIL
NOTE:
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MA17E IN
STRICT ACCORDANCE WITH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF "IIIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLING,
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI).
4) NO BACK C14ARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUT11OR17ED IN VMINNG BY TRUSS PLANT MNGMT.
C,Irnf�H
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 supercede labeling of trusses. It is the responsibility
of the builder to utilize engineered drawings when erecting trusses
WARNING
ERECTION BRACING IS NOT THE RESP014SIBlUTY OF TRUSS DESIGNER, PLATE MANUFACTURER,
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO
PREVENT TOPPUNG AMD DOMINOING DURING ERECTION; AND PERMANfTrT BRACING WHICH
MAY BE REWIRED IN SPECIFIC APPLICATIONS.SEE 'BCS-B1 Summery Sheet COMMENTARY
andRECOMMENDATIONS
TRUSSES' (TP�.S far TRUSSES HANDLING.
TO BE ERECTED ANDNFASTEN�PIN A CONNECTED
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO mt TOP CHORDS: THEY
SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN,
TRUSSES SHALL BE HANDLED MATH REAS014AEILE CARE DURING ERECTION TO PREVENT
DAMAGE. .
TRUSS COMPANY SUPPLIES ONLY TRUSS TO TRUSS CONNECTIONS.
TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE
® CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL
rram�.. REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO
/— HANGER IS SUPPLIED.
CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS.
MW'FRS(low-rise)&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,
Brian M Ble*y Shect Eng 176051 2590 N. TONGS 14GIlWAY FT. PIERCE, FL 34951 (772) 464-4100
Trusses shown on this layout are a component part N
of the building and show truss location, S
Proper erection, temporary and permanent bracing design SOUTHERN TRUSS (772) 464-4160
are the responsibility of the building designer or his engineer.
Lateral bracing shown on the individual truss drawings COMPANIES INC.
must be placed during the erection procedure. '
2590 N. Kings Highway Fort Pierhe 34951
I0D sin , 70n-7 CUSTOMER:
DESCRIPTION: - r
5304 Oakland Lake Cir, Plan — 1833 Elev. A
SCALE DATE: DRAWN Bq DRAWING NUMBER:
ON; Oakland Lake 3i16"=1'-O" 3 30 2018 dhC 1833—A—QI
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