The URL can be used to link to this page

Home My WebLink AboutTRUSS PLAN.i m ' O m m BJ1 BJ3 BJ5 Vl n W T—BJI BJ: BJ1 L'A UJ I. LY7 0.1 (il fi-8'— Q (iJ Q 0 Q Co Q l(I Q Q CU Q 59'811 Al Q Q EVI D RE AS OTEO REVI E & R BMI REJE ED/ R IT NOT EVIEW FOR UR INF MA 10 ubmitt s are r views for co ormanc with d inn Get nt nd gen ral co Hand with t Contr t Docn eats o Y. etatio s Do N t Au' orire changes to Con act So eviews Comme is an /or Corr ctioes es not elieve e ontract , from c mpfia a with a Contr ct Doce ents. e ontract r is re onsib far c firmJ11ndand cor lating II uantiti , dime sions, tolOran s, clearances. abricati n rocess s, tech ique ands ueof co tructi ompatih lity of teria and m teriardiEnt n of th , it rk wit other ades nd sub ont pe m ce f rk is Eli safe an satin ctory m a r , o aA Han e the Cd itract Dod iments D E R ITOP A. B. S GR f 51'8" m LE5"'T- ED Per itting OCT [41 *1 brinitt1n " art ent 5t. Lu UR W .M-4 .�-I � L7 Ili �- N m W u HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE All HANGERS ARE SMPSON 'HUS26% F�I B,—S" ELEV. �J EIVED `' ROOF TRUES DESCH CRTERNA ej9 20 p.sf. FLOOR TRUSS DEMON COTEIMA T.CLL 40 p.sl. > ent 7 P.sf. T.CD.L 10 P.sI. B.C.D.L 10 P. B.C.D.L 5 p.sl. TOTAL 55 P.sl. TOTAL 37 P.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED YAND �BD 160 m.ph 2' FOR PLUMBING IF NESSARY BUIUMNG DPOSURE C FLOOR TRUSS SPACING BUILDING TYPE ¢DEED 2'—W UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS -PLUMB--CUT OVERHANG- - — — - 12 6 4-3 16 HEEL 81r 0" BRG. 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 wNYENTtl1AL iRAYwT.. DO:CIIQE NID/. PWIAIYNT _G 6 NOT 11E RESDO`I- SIWDTY 6 THE 1RO55 DEMOFR, —TE YAXUrADNRER . TRUSS iABWCAro0. PEA�Ns DEECINc I'- ARE GO11Q® TO 5TF1( PROiES _ _GE REW,ZOwc LPO—I I—G — m ALWAYS REOARED ro PREVENT TOPPDNG N0 —ONG WONG nFG1101E: AND PERYARTTT E E G x GH MAY DE REOMPED N SPOWTC APPUGAVI S SEE'BRACNC W TNLO9 WIYEMMY AND R[NOIFNOAI¢l(Bf-S-BID NRDxA NnI =M xDISSE3 SEINE BE NSENIID w A SmNOR AND PWA9 PO9DIXL xNEI,S NO SNFAINNG M IS APPIIFD DGErnY TO TOP BE AAD/OR BOTMI dwmS 1{EY 9UtE wUCS ff NANDIID NM rNGNTETTan DESIRE l DAMAGE CARS SHE cNiE I1aRNc EREcnRI ro PTSTETEr ONAIfE w I+EISRIAL IEEIIr. 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 CONSDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PROR TO FABRCAIION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSBIUTIES ARE UNITED TO THOSE DESCRIBED INWTCA 1-1995 'DESIGN RESPONSBIUMES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBLITES AND/OR UABIUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHCRIZATION TO PROCEED NTH FABRCATION. NTH 2) VERIFICATION OF ALL OMENSAND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE NTH 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 REOUESTED TRUSS SHIPMENT _ ( ACTUAL TRUSS SNP DAIS IS BASED R SCHEDULE ) R E V I s 0 C n N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO PONEN S FAX: 352-429-7429 E—MAIL: TrussPIGnt®roneycomponents.com ME` Horton LOT/BUt/9JBOW Creel<side Lot 26 _9 m- 1828 Cali "C" wTe worn eY: INArnnc NuueER: nfs=1'-0" 0s-07-2018 GLM 59' 8" co Lo BJl Rer►nitt ng pe' St L cie co BJ3 24 ❑.c 24 0. Q,I ES'0o BJ5 Q (lJ Q w o a a aLo N OD Q 00 0o a N Q Q Al c Q Q M Q Q I m.��-r J LE1 8":z i LJ tD U r �BJS BJ3 BJl G Pa G7U 4Ta - HANGER SCHEDULE P TRUSS BEARING HEIGHT SCIOXI E • UNLESS NOTED OMERWISE ALL HANGERS ARE SIMPSON 'HUS26'. 8•-B" ELEV. D b TRuss DcwAN an1wA GLL 20 P.af. itis>w muss Dma Nmloa LCLL 40 Pat T.CA.L 7 p.af. TC.DL 10 P.M. B.ODL 10 P.- itTiq hh 37 P.-f, B.C.D.L 5 P.IL.f. TOTAL 55 P.a(. FACTOR 1.25 DURATION FACTOR 1.00 KIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE AOA)STED WIND SPEED 160 M.p.h. 2" FOR PLUMBING IF NESSARY BLUEING DIP091RE C FLOOR TRUSS SPACING BIBIDING TYPE nAsm 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOA —PLUMB —CUT -OVERHANG 6 4-3 16' H - BRG. UNLESS N07M OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OMCE THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL BE HONORED. WARNING mewnxAu rRAMwa TRECOON AtID/a PDOIANDNf aAaro NS Gar x 5®ILLY OF M iRR4 Ol9pLG P4TE MNNTAI:RASA, ai 1M155 r1MACATaE GERRY6 a�Wo mussNs ATQ aMnn>raD ro ssx rRUEssau AOWa N¢cA®eo GTVFLTuO suAGallo Ana Ns uYurs REnuWm ro PftETflNT TOPPNGC AND DCla+ana owwo ERrcrnN: AND PTRMAraorr svAcaNc rwa wr � ReaF® w swtc AvwrATmMs � TH+AR+o rA%O muses momaARr Aro RTLOAOOATIONS' fscaRQ rue EuxROR wvaATla. 10M� 9WL B6 fNSTAUAD N A SNAYJR .VTR PUAa I991MIt YQE NO AQAINWO LS APFVL MPEGRY ro TOP AMO/Qi eanaM alarms. TIlY seALL � NM® A6 SFIDm a NINE ENONEDdD OdOa mU55l9 91P NVmIm A . RusaxAetE cNa waeD ETFcnaN TO vEDVNr DAMAa W a vERsrNu uaAax NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR AROiIECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORT] 0 STRUCTURE PER RFACDOIS SHOWN ON TRUSS ENONEERWC, SPECIAL CONSIDERATIONS FOR ME"XICAL EDUIPMENT ANO/Wt PLUMBDIG (AND THEIR CONNECTIONS) IN TRUSS SPACE MU BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABMCA7KK 11NI5 COMPANY 5 A 1RU55 MAVUFACNRFR MIOSE 1-19 5 'DMGFS ARE ldnED T(1 MOSE OESCRISED IN WTCA 1-1995 bE3TGN RESPONSISILL11E1i. ACCORONGLY. IT DISCLAIMS ANY INESPO.N98R . ANO/OR LIABILITY FOR Tiff CONSTRUCTION DESIGN. DRAVINS4, DOCUMENTS INCLUDING THE NWALLADON AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGN ATUfB RILL ACNNOKIEDGE I) AUTHORIZATION 70 PROOFED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONORIONS, INCLUDING WALL HLIGKFS, ROOF PITCH, KEEL HEIGHT. OVERHANGS. CEILINGS, ETC.. 3) TRUSSES WILL BE MADE BN STRICT ACCORDANCE WiM THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNOGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TTnz DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL MUSS S/® DATE IS BASED ON OUR CURRENT MAERY SCMD]UGE ) E V I s I D C N 5 RAN EY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 A OFFICE: 352-429-9429 ® CO P NNEN FAX: 352-429-7429 E—MAIL• TrvssPImt0raneycomponents.com Horton NOTA'AM/ekssmov: Creide Lot 26 1828 Cali "C" s S=l� A ' D AN K LINO '-9" 9-0 — 01B GLM