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Home My WebLink AboutTYPICAL TRUSS ENDHANGER SCHEDULE TRUSS DEMNG HEIGHT SCHEDULE • UNIEss NOTED OTHERWISE ALL HANGERS ARE USP •HUS28'. f"� 8'-8" ELEV. L--J AO HUS26 © THDH26-2 © MSH422 ® 8'-8' Int Brg ®16-1 7/B• ELEV. 39' 8" RODE L55 f E9p GR4 tl TCLL 20 p.e.f. HADR ,Rush DESIGN GI E IA T.CLL 40 p.sf. I-� O' RF-- Z7'1O" ? L- B.CDL 10 Pat. RCD.L 5 os.f. TOTAL 37 P.at. `�� v TOTAL 55 p.S.t DURATION FACTOR 1.25 DURATION FACTOR 1.00 WsND STANDARD ASCE 7-70 WWD SPFFb 160 m.plL FLOOR TRUSS MAY BE AbUUSTID 2" FOR PLUMBING IF NESSARY 4BJ1 4 3 4B 1 BULDNG F%POSfRE C BUILDINGT aOffD FLOOR TRUSS SPACING V—O' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS 4L2 PLUMB CUT OVERHANG 00 39'8" 12 7'7' 6 C�j L w tz w Gy �� 15' LL, L9 H4 E8 BJi a a o 0 0 o A01 a a a a a BJlEL _ 8' a.. N o D N w , o D 3-`IZ BRG. BJ3 J3 UNLESS NOTED OTHERWISE BJS 00 JS TYPICAL TRUSS END ALL SPACING IS 24' D.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES MIHOUT ED AUTHORIZATION FROM THIS OFFICE. THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS CF SHIPMENT OF FT3 ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES WILL BE HONORED. 44 W o WARNING MNVETalatlll RRAT@+06 DECTIW AnDIM P UIIIENT 6RKIIHC IS MT THE 5ffiM aF TRUST DE9GEn. M—ACTURER �i FTc' IHE PLATE MT IPoRS FABA M PEASOK EUrcmw rRusnrs ACE cEMnwEn To s<ac moTrmNa AOWa raculuNc ET¢cTwx awn MNTI rs AL.Ars IEalt®ro FRnYT+r rasuxG Am , U 2' v ITGMmta ardvc EEEnTTaa; Ara PDawm.T ORACPNa wao+ MAr SE REDMRT.D ® ® © ® ® © ® © © T� a, SPEDEIC enPucArlm+s >ac T�awTa IIooD Tmisas —TIRr AW IamMMExDAnTns' tees-eT) Eqt ETMII&R IxroRMAnoN. TRU66E; B m 1 ® 0000 sUaIA 6c wsruuv Ix A sTRAUYHr A•m TLUEm Posnau wHEaE xo sTEATwRc IS APPMTD Mu Y TO TDP A /ca DOTTDM QT % THEY sxn W —m As �Eann av TIE wm+ETTEo oRsa+. TRussee sTNL DE xaRDHm .aTRI FT9 17'3" 12' $'° _ � _ PO RFAsaxemc CAGE euaem ETECpON ro IRLLVDIT DFIIAfS w PwsTxHAE aNanr. NOTE to FTll FT17 m - IT IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER OR CO T'1 L DO ARCHITECT TO PROVIDE AN APPROPRIATE CONNECRCN FOR TRUSSES O L. V I V O TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPED AL CONSOMA71ONS FOR MECHANICAL ECUIPMENT THEIR CONNECTS) IN TRUSS T CE PLUMBINGED PROVED BE IAGRAMMANDOR MUSND BY BUILDER ON A TRUSS LAAYOUT PRICK M FARRICATIOM 0 THIS COMPANY IS A TRUSS MANUFACTURER WHOSE BED IN WTCA 1-E199 bESICN SILTITES ',RESPQVSIBILIRES' ACCORRE LMITED TO THOSE WN0.Y, IT DISCWMS ANY RESPONSIETL UA6WTY FOR CONSTRUCTION PND/OR THE DESIGN, DRAWINGS, DOCUMENTS INCWOINC THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE O - YOUR SIGNATURE WILL ACKN0ftEDC£ 1) AUTHORIZATION TO PROCEED WITH FABRICATION. fU V5 2) VERIFICATION OF ALL DIMENSIONS AND CONDIPQNS INCLUDING WALL HEIGHTS, RGDF PITCH, HEEL HEIGHT, V4 OVERHANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. BJS V3 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TO BE BOUND BY THEM. SIGNED O BJ3 { E V 2 nTfE OATS REQUESTED TRUSS SHIPMENT DATE BJ1 G I V1 //'AA�� /pp�� (RACTUAL TRUSS SHOP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) L/ L./ BD2 E 2X Le er 9 v 5 B01 I D C s I (i LA BJl EJ2 nLi S RANEY P ( 3 B01GB N o" To 18 `Z 21 $ COMPONENTS, I. 19.4.E I r 20'4" 4 t8' Zl'$" T tlpd E (y Co Ji, `� File •R 0 InderI 3e B d. RA NEIN 0 CE 352-429-9429 ® CO PONEN S FAX: 352-429-7429 E-MAIL TrussPlant0roneycomponents.com Horton 082 Creekside RESt'EROC 4EHB Hayden I'D" OL n s4-0173-30-2017 stri 1=82