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Home My WebLink AboutTYPICAL TRUSS ENDIfIIVVLI\ JVI ILVVLL ,n�u.a o�nn,nv „�,u,,, a,,,,�uvu • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HU528'. 8,-8" ELEV. BJ1 BJ3 BJ5 CU BJ1Is M If) W m W `T WANNED FAY r 49'B° REVIEWED 0 REVIEWED AS NOTED IRFOU1 Q REJECTED/ RESUBMIT n b& REV11IMM 11 11 O FM Y04F INFUqMWI 1001 pQ pQ m G ith des a in Q �DDA71Gl Ln Q M Q (u Q ai ft• �• p c0 no wo w't •ers t'N•s MIs. C tit f tir tfits, asses r•trbifi Wilkttef in a s the O MPH Mt ■Nts clown respo ime•si tecAei Of ma tr b ad a aN/ i•tI sible •s, t •es rims a • izeC, . co With Of c• Isfame ad s ld •1cagrdiiiagi d s a •ps t s CNtra faft , ct•ar mis b tad Costr s set r Omm it tort ces, f f con fl is onl et Su ieve th Is r at}ng a bncatT ructia Of the ee lien i t . t t (U Q T co Q a U Q Q Q Q CO CO Ld w P EJ7A Al AlA MV2 7' OD -, — - — -- =�j P-- 4 — - — m U7 I—-71-I ,0ZLMN BJ3D BJ5D M MLD I ROOF TRUSS DESIGN OEIEWA iLODR TRUSS — - TEA TCLL 20 p.s.f. LOLL 40 p.s.f. T.C.D.L. 7 p.s.I. TCD.(. 10 P.s.L B.CD.L 10 P.s.f. B.C.D.L 5 P.M. TOTAL 37 P.&. TOTAL 55 P.%. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 mPEL 2' FOR PLUMBING IF NESSARY 13ULDN EXPOSURE C EXPOSUREING FLOOR TRUSS SPACING BUIU)TYPE aDsm 2'—D' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 � 6 fly 8„ BRIG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION 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 CO,TWNDDNAL iR GA DR-. AND/w PaaAxDIT eR . s NOT 1HE RE�ON- s¢mATT a THE TKOs DLsaat Pure MuroFAc'u DN Tmns FA G`m Parsnls OTECTND TRUSSES ARE CAUTKK1m TO SEEK PRaressaw. ADV. RE—mG EREcna DaAaxc TDRa is unArs REwEED ro PREWHr Trcwwc AND DDMNawc DURNc —.t AND PTR„M1WT a+AOHc nDw wT EE RET.VIOED W sPEVIc AFPuanws sEE BRAOHc TlOpp TRuss,s cacDTlTAnr AND RmDNmmAT1DNY (eG9-BI) f➢q MtnER DmnYAnDlt 1RUSSES 91ALL BE TO TOP N A S I AND R % P09nDN. IEIFRE ND SNE1niNC IS APPUm OERLILT TD 1W AND/DR BD110Y OIDRDS. 11EY 94VL BRAETD AS SPE-ED ON THE ENOHEfItm DEOR TO A SHALL BE HA W TN REASDHIIDE CARE DURND aRmnax ro PISVFNT —A. DAMAGE PERSONAL DAIIRY. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS AND/OR PLUMBING (AND THOCIAL R�CONN, CONNECTIONS) INS FOR MECHANICAL EQUIPMENT MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBEU71ES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBILITIES'. ACCORDINGLY, 1T DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WIN 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 DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V s B I c 0 s D ` RANEY COMPONENTS, LLC LJSO PMAIL• 990 Independece Blvd. IROVELAND FL 34736F10E: 352-429-9429 ® CO PONENX: 352-429-7429 TrussPlant(IA-aneycomponents.com t Horton =51 Creekside I T'�IYVLI\ ILVVLL �nv.a.a v�Mlnv ��u,nl,-+��vvar • UNLESS NOTED IOTHERWTSE ALL HANGERS ARE USP 'HU.B. 8'-8,• ELEV M lIJ Cu BJ5 BJ3 BJ1 C0 (n P4 PQ 0.1 49'8' RNEVIEWED REVIEWED A PRE D REJECTED/ I NOT R IE1fVEl) fOR Y. JR II *NO at con f rinatCe itM, a rga IRTE OD Q � a (U Q a N ti ' qj ".pi ci :::k W w [toer taticns deiiis, *1 tor ttacto entities 3cesm mpatibil with 1P in a h the Co!: DA: Al I ooiwwp Do 10 eiiiieen tom zd �is resp dimen . techr ty ct m other t ate and tract Doc l E A: ire" 'Anth -a0d pl-iap msibli lions. hues tenat des satisf Orients. B.+I� ith' th rize IC r cotre , mitA ' for, c0alitmigg, ote(a-bc and, _ sand: m rid; ukt, ctOry:n11 Crtetrit. aeies tuns';1 " Cootr s, d Hence eti'IS oatnct ASK IN : oce o COnt - got, t Dow ndl.4or antes, -of Can rdiA: s,'o for rill ep s on act So elie - ents. elating ab icat r ct' n t t rib nee ---plia Iy. e e Al in n. it c - (TJ Q Q a U-) Q ra r, Q Q CO} Q � w AlA EJ7A myl MV2 7' 20 24' ❑.C. `O 24,❑,C, pa pq m 1 71 1 1 BJ3D BJ5D v .Mi w1.3 T LEI , 41-1 d �Y ROOF TRUSS DESIGN ORTOUA LOLL 20 p.%f. T.C.D.L 7 P.F. B.C.D.L 10 P.s.f. iL00R TRUSS DESIGN L1DIERIA TOLL 40 Pat TC.D.L 10 Paf. B.C.D.L 5 P•%f• TOTAL 37 p•%f• TDTAL 55 p.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 WIND SPEED 160 m.p.h. FLOOR TRUSS MAY BE ADJUSTED 2" FOR PLUMBING IF NESSARY BUILDNG D(POSURE C BUILDING TYPE crab FLOOR TRUSS SPACING 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 6V 07 pEI (U Q d' (U d 8,1 BRIG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION 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 CD,A'W11WAL ,RAbN% OR DN ANU/011 PERRAMWT BMONG 6 NDT TIE RESPQI- tt OF mE muss DmWER, PIAIE YNNUFACTIRON ON TRI159 FABIOGTXE PBiSONS wEcnxc musses aRE r.MlnWtn ro smc PRaEcseDNAL ADDUCE ReGRDmD ERErnW BRAaxc Rua Is AEnAY3 n .T m PRLVENT TawLEvs AND IN SP c DIEiRTD EAE<nDli MID PWIANENT BRAOND ROW WY BE RED IN 9•ECFIC APPLIGDWS SEE BYACHO R]DD 1RUSS6 N,DETTTARY AND RFWMgTmAnWS (BGSI-B1) iDR NR11iE.A P6pfWT0fL muss WALL BE PSTAIIID IN A STRAIGHT AND Holm PDSITW. RIERE NO SNFATWD IS APPU. DIRECTLY TO TDP AND/m BOTIW ai t 1NEY SIIAIl BE BRA® AS S DFEU W THE W%NDDED _.. 1NIISSES SHALL . NA . RIN 16ASDNABLE fJiRF OIIRWG DETRW ro iTELtTR DAMADE W PDTSrNLL NLRY. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS 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 RESPONSIBIUTIES ARE LIMITED TO THDSE DESCRIBED IN WTCA 1-1995 •DESIGN RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR 1HE CONSTRUCTION DESIGN, DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS. INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT. CEIUNGS. ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE RTH 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 TRU55 SHIPMENT DATE ( AC AL MUSS BHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V B RANEY COMPONENTS, LLC ice Blvd. 9499429 ® COMPONE 5T Horton LLo : OT/eL!( BDW 51 Creekside R60WC[