HomeMy WebLinkAboutTRUSS PLACEMENT PLAN11' 6"
80' 11"
ALL WALLS SHOWN ON THIS LAYOUT
ARE TO BE LOAD BEARING
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80' 11"
13' 10"
11' 5"
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Trusses shown on this layout are a component part
of the building and show truss location.
Proper erection, temporary and permanent
bracing design are the responsibility of the building
designer or his engineer . Lateral bracing shown on the
individual truss drawings must be placed during the
erection procedure.
ninole rd.
FL 34951
TRUSS BEARING HEIGHT SCHEDUL
APPROVED TRUSS ANCHOR BY BUILDER
2x4 MINIMUM TOP and BOTTOM CHORDS
SQUARE CUT CANTILEVER 12
RAISED I
ALL TRUSSES ARE (1)-PLY
UNLESS NOTED OTHERWISE
TYPICAL TRUSS END DETAII
TRUSS TO TRUSS CONNECTIONS
ARE (3)-10d TOE —NAILS
UNLESS SPECIFIED BY A SYMBOL
HANGERS TO BE USED
�_.._.__(S mpson)J_ -or.._ ._-(USP.
0 HUS26
CQ HGUS26-2
QH HHUS46
Q LUS24
O HUS26
Q THDH26-2
QH THD46
Q JUS24
® = Connection by others
NOTE:
YOUR SIGNATURE WILL ACKNOWLEDGE:
1) AUTHORIZATION FOR FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS,
AND TRUSSES. TRUSSES WILL BE MADE IN
STRICT ACCORDANCE WITH THIS PLACEMENT PLAN.
3) RECEIPT AND USE OF "HIB-91 Summary Sheet
COMMENTARY and RECOMMENDATIONS for HANDLIN
INSTALLING & BRACING METAL PLATE CONNECTED
WOOD TRUSSES" (TPI).
4) NO BACK CHARGES OR CRANE CHARGES OF ANY
KIND WILL BE ACCEPTED UNLESS SPECIFICALLY
AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT.
SIGNED
TITLE
DATE
All spacing is 24" OX., 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 OF
Labeling trusses is a service, not a requirement. Engineer
drawings supercede labeling of trusses. It is the responsibi
of the builder to utilize engineered drawings when erecting trL
WARNING
ERECRON BRACING IS NOT THE RESPONSIBILITY OF TRUSS DESIGNER, PLATE MANUFACI
NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEN
PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TC
PREVENT TOPPLING AND DOMINOING DURING ERECTION; AND PERMANENT BRACING WHI
MAY BE REQUIRED IN SPECIFIC APPUCATIONS. SEE *HIS-91 Summary Sheet COMMEN
and RECOMMENDATIONS for HANDUNG, INSTALLING & BRACING METAL PLATE CONNECI
WOOD TRUSSES' (TPI). TRUSSES ARE TO BE ERECTED AND FASTENED IN A STRAIGHT
PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; T
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 CONNECT
(� TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDW,
O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR
REACTIONS GREATER 1HAN 5000 POUNDS, OR SKEWED, NO
HANGER IS SUPPLIED.
CONTRACTOR SHOULD CHECK ALL REACTTONS FOR PROPER CONNECT(
ASCE7-16 WIND and GRAVITY CRITERIA
Exposure Category D Bldg Category : 2 Wind Design Velocity :1170
Imp. Factor : 1,00 Wind Load Duration Factor : 1.33 Mean Roof Height : 11
TM M. BII:AKLY Sttr ct Eno 176051 2590 N. KINGS HIGHWAY FT. PM R 34951 (772) M
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..'�SON TRUSS (772) 464
COMPANIES, INC.
2590 N. Kings Highway Fort Pierce, A 34951
CUSTOMER:
LOT/BLK/SUBD:
Cust
Fort P
02/24/23 11 146c