HomeMy WebLinkAboutTRUSS PLANN
7 i
59'8"
59'8"
7,8"
BILE
I I
RECEIVED
OCT 29 2018
Permitting Departme
St. Lucie County
HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
• UNLESS NOTED OTHERWISE
ALL HANGERS ARE USP'HUS26'.
B•-El" ELEV.
OHUS26
BOLT 1NG56 D®C4I CNTEnA
T.C.I.L. 20 P.&I.
LCD.L 7 P.af.
B.C.D.L 10 p.sf.
TOTAL 37 P.sf,
DURATION FACTOR 1.25
MIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SPEED 160 mph
2' FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUDDING TYPE Awn
2'-0' UNLESS NOTED
—APPROVED-TRUSS-ANCHOR-BY BUILDER--- --
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3/16-
HEEL
1' — 0" BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24" O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZA71ON FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARGES WILL BE HONORED.
WARNING
ozATNnAIAL LRATAIy ERErnox AXD/DR PERIIAtAi1i IsucNc a rmr 1HE RE40r1-
9AUTf 61HE 1RU4 Df9GrAi MlF YMNFACNAA Oi 1RU55 FA®UGroR PLRSAIS
EREcmO Tmiss ARE awnAAD ro �c ma®ouL ADncE Iaulmwc
Er¢rna vua1c •xIa a awArs Rcanr¢n ro PRErali iaRRUIc Arm
aamlDHc mnATc LRErna; Arm PaaMlart BRAom 1MIO1 MAr eE REwu6n
01 SRE�1C APPNG09-Bi)) Y3UONG ■ODD TiRIffi QRIPDIITARY APm
r¢WIYamAImrIY (0 FfA NRMEIi PiRNA11M.
1)E6'SS 9WL t6fALLED W A SMAIOIi /NO PWM6 f®nR1. 1ND✓E NO 9ffAn1B10
BE
ce AriPIED arADrtT ro roR um/Ar DOTIPI aolmS TI6.Y avu 6E 9HAaD
A9 4FDFiFD AI ixE OlmmtED OBQL limig.4 9fIM. BE xA 9ED IEIH
mr GVA BRAID EfRnnai m PRFfRT ONW� OR PERSDIUJL PIARD:
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LIMITED TO DESICRIYIN WrCA
1-1995 'DESIGN RESPONS82mTODNGBDISCLAIMS
ANY RESPONSIBILITIES ANO/OR LIABILITY FOR THE CONSTRUCTION
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGN RE WILL ACKNOWLEDGE:
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS, ROOF FITCH. HEEL HEIGHT.
OVERHANGS CEILINGS, ETC_
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4) I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHIP DAZE IS BASED 0 )
R
E
V
IBY
S
I
0
C
N
S
RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
RANEY
GROVELAND FL. 34736
OFFICE: 352-429-9429 ® CO POONNEN S
FAX: 352-429-7429
-MAIL- TrussPlantGraneycomponents.com
UK Horton
oT/BUt/S M ..
Creekside Lot 49
— M.
4EBB 1828 Cali "D" LL OL
DRAAN eW. GRATenD HOLDER:
nos-f-0" D9-1D-2D1a GLM171049