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Home My WebLink AboutTYPICAL TRUSS END1 8' td C- ,n 51'8" - - - D_ D_ CD 00 D 41 D rU �S 'a N R C C Quantities, pr ca w we wit L-71 ` ; , ; w - D J D l(] !\z D REVISE NOT-RE inittats '`ener etions iews, I tractor tractor cesses patibili k with k in a s theCont / a 4 RESUI IEWED' ere rtvi coerpl Do Not mment Om co s resp dimens techni of ,ma the r it fe and ct Dorn _ IT wed- Or ace .1 Aoti and! tianc sible ns. ,f ues pals es a_ tisfa mts. O - V e ilk tie nt CM cureC wits, tw or con lerint Ad .sea nd `ma , siic orp -__ 1EJECTENRIESIJUT- VIR VIA -eeq i "" t ens aria# a eteus utes '► at K _ tum!- ilk 11= N Ceetra eei to OWN urr s, h I ten! iaa ' + e'I11Ue ts'Nry. !-.Sent. a ts.. till: at ritatiu ectiesF et,ft; at " - C-) M D_ 3 8„ M C— V Al `a D_ D A D W D 01 D C" W fTl F1 24 ❑,C 24 ❑.C. 11 IF lb IS) l7d ( (-_ L- N W Lfl 7' Im d- d- 4 HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE SMPSON 'HUS26', 8'-8" ELEV. 0 y ROOF TRUGS DESGN - W OE9Q1 aOTEPoA TC.LL 20 T.CLL 40 P.sf. T.CD.L 7 P.s.f. T.CD.L 10 P.sf. B.C.D.L 10 P.s.f. B.C.D.L 5 P.af. TOTAL 55 P.sf. TOTAL 37 P.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WAND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WHO SPEED 160 m.ph. 2' FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACNG_ 1 BURRING --TYPE — — _ --2•=0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 + a 1s HE7 is 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 CaMN O'HIN EAAIINy MDNB% ANp/GR RIWANNT BRAmHC 6 NDi THE RLWQI- 9&DIY R 1NE nWs; DE9GXFR PUTE YNHUFACNREA. O,I lRUS FABWGTGP. PERaI11G DECIrIr 1RBSSEG Aflc GUl1aSD ro PRDFES9GNAL ADVK£ f2GdMlNG fRECTW aUMHG 11M0f ID FAEYaIT 1a40NG NA REQII EXUR 6 ALIIAY3 D DOAHGaG DURNG FAELIKN: AN] PEAYANFNT Ba@q f1YW YAY eE IEAIIPED N��Awur Tlv�s s� aRAaNc Imm TRusss mnmru+r um Tlas (ew-e11 rat ruRmn PDSfIIGX. TeRxE No sHFATIaHc IRums soul eE WSEADDI IN A snwart AxD n,nm TO AS 9'E6IDa e1�l1E W EIIGP.IIIED� p��ywoTTGI Oi01mS T1¢l' 9WL 6C Bw,® WY.RS 91H/JHDIFD I°TH RFlSttUBIE rIAE pAdNc EREDnaI IDPREWIT D,l1AGE OR PERSGNAL DWAY. NOTE IT IS THE RESPONSSIUTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACIIONS SHOWN ON TRUSS FOR EQUIPMENT ANO/ORR PLUMBIINNG (ANCIAL D T9DRRCONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TRUSS MANUFACTURER WHOSE ARE UNITED TE THOSE DESC68m BH WLAI 1-1995'DE 'DESIGN LITYACCFO THEGLY. IT DISCLAIMS ANY R bEi1GN R1ES -D/OR LIABILITY THE CONSTRUCTION ANY ES UABWTY T N. DRAYANGS, THE INSTALLATION AND DESIGN, DRAWINGS, DOCUMENTS URDBINCLUDING S MANUFACTURED BRACING OF TRUSSES MANUFACTURED B7 THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATIONTO PROCEED MTH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONOInONS, INCLUDING WALL HDCHTS, ROOF PITCH, HEEL NDCHT, OVERHANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNRICS ON 11G5 PAGE AND AC1EE TO BE BOUND BY MEN. SIGNED TILE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHP DATE IS BASED ON CUR CURRENT OEUVIIiY SCHEDULE ) R E v I 5 I O C N Lude County 9 RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL. 34736 RANEY OFFICE: 352-429-9429 ® COMPONENTS ONENJS FAX: 3522-429429 E—MAIL• TwssPlont®raneycomponents.com b7 Horton LOT,BIN/9JBOW Creekside Lot 71 1828 Cali "C" nos=1'-0°DAIS DGr Br, auNnc nuYBlx os-to-zole LM -8' 518 -- - --- — - -- ----— tz ---- - — BJ1 BJ - N N BJ5 BJ3 BJ1 L c- L W cn 7' 59'8" 3 BJ Abo 5_ - - - - - - '! n �. fTl . 8» L � D D D !v D W Al A \3> (� D 00 ON D DD D D D D D D r+ r r r — W (11 (IN rl D_ rU D �) 24 ❑.0 C° 24 ❑.C, HANGER SCHEDULE TRUSS aFARWc HlDatr sa7EDULE • UNU55 NOTED O'7HERX15E ALL HANGERS ARE SINPSON 'HUS16'. � V—B" ELEV. ROOF TRUR OE51@I QdFinaA FI.ODR TmSS D®fJi tltRAA LCLL 20 PAf. T.CLL 40 Rsi LCD.L 7 p.sf. LCDL 10 p.sf. tL1D1 70 P.sf. &C.O.L S R%ft, TOTAL 37 P•st TOTAL 55 p.af. DURATION FACTOR 7.26 DURATION FACTOR 1.00 WHO STANDARD ASCE 7-10 f•100R TRUSS MAY BE ADJUSTED WIND SPEED 760 mp.h 2" FOR PLUMBING IF NESSARY BUDlXNG DP(191fQ C _FLOOR TRUSS SPACING — - WUINCTYPE— cIaneu 2•-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOA�7 PLUMB CUT OVERHANG 6 H 3 16 UNLESS NOTED oTHERwISE TYPICAL TRUSS END ALL sPAawc Is za' o.c. ExcFrr As swowrl. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE h11S OFFICE MUST 8E NOTIFIED 7MTHW 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACC:AiARGES MLSPIECI L BE HONORED. WARNING cavv+ImRa nUVYW FRECDW A1m/mi vtaNDT+r MG@ID 6 MOj TIE RESFW- SIDtRY 61![ 1RtRt DmV.R. RATC NUA.aACRFdR. DR 1RVa4 FA9AICAro0. PD5916 eaiTwc FNA� A z uulu� m amp wluasma N»u Rewuao nEt'Db! ewm+D ewa 6 At.YArs R@IUD ro wEwfrt TDPPINO Arm om+rn.D wwm macnox: Aim rtRUArm+r INAnIc ewd YAY DE Isaram w sec Avwum.s 9i'fJiACPm SOW TRusas O>1MNfARY Aem RVLNODATd6' (BC¢B1J iIIt M1DQ7+ WUOIATOnI. 1Wi596 9WL BL NSTNJID N A SIRAIDR Alm PUAm FO9i6%1. MERE ND SNU11mW Is AwTm mEc41 m tm Alm/Qt BDnCII mIQmS TIE1t suu eE Iru® Erma a n¢ wmmv® ueGa Tnuaa 91AIt � NA'm1ID wFx cvs DuavD FAELOM ro IYd1EflT DAYA2 a PERSd1LL uAlnr. NOTE R 6 THE PFSPONS1t7D1TY OF ME BUILDING DESI(dIER OR ARaD7ECT TO PROVIDE AN APPROPRIATE CdVNEC1IDN FOR TRUSSES TO suPPonnNG STRUCTURE PER REAcncws sloxr ON TRUSS AND/OR PLUMBING (AND IHOR CON�NECnONS)��x E�IPMENT MUST BE DIAGRAMMED BY BUIU7ER ON APPR VED TRuss UYOUT PPoOR TO FAURIOAnON. 1F95 COMPANY 5 A TRUSS MANUFACTURER WHOSE RESPONSIBDITIE9 ARE ONlim N THOSE DESCRIBED IN Yllfil 7-1995 'DESIGN RE�+PON510UTIES'. ACCORDINGLY. IT DISCLAIMS ANY RES°!#I51[ilJ— Alm/IXi LIABILITY FOR THE CONSTRUCTION DESIGN, DRAYANGS, DORIM INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACIWOYAIDGE: 1) AUTHORIZATION 70 PROCEED WITH FABflCn71011 2) VERIFICATION OF ALL DIMENSIONS AND CONDITION; AiQLdNG WALL HF3CTi7S ROOF PITCH, FEEL FD7GITf. OYERFUINGS. CFIlINGS, ETG S) TRUSSES NGL BE MADE W STRICT ACCORDANCE WITH 7105 TRUSS LAYOUT. a) I HAVE READ AND UNDERSTAND A LSIGNED NEY L NOTES AND WARNINGS ON 7195 PAGE AND AGREE TO BE BOUND BY THEM. TITLE DATE REWESRD TRUSS SHIP1E11i DATE ( ACNAL TRUSS 90P DALE B BASED ON OUR CUAIETIT DELIVERY SCHEDULE ) R E i s I D N s RANEY COMPONENTS, LLC 19990 Independeca Blvd. GROVELAND FL 34736 RAS OFFICE. 352-429-9429 ®CO Pfj ONENJS FAX: 352-429-7429 J- E—MAIL• TrussPlont@raneyeomponents.emm Horton 7reekside Lot 71 828 Cali "C" ""GUI HANGER SCHEDULE TRUSS aFARWc HlDatr sa7EDULE • UNU55 NOTED O'7HERX15E ALL HANGERS ARE SINPSON 'HUS16'. � V—B" ELEV. ROOF TRUR OE51@I QdFinaA FI.ODR TmSS D®fJi tltRAA LCLL 20 PAf. T.CLL 40 Rsi LCD.L 7 p.sf. LCDL 10 p.sf. tL1D1 70 P.sf. &C.O.L S R%ft, TOTAL 37 P•st TOTAL 55 p.af. DURATION FACTOR 7.26 DURATION FACTOR 1.00 WHO STANDARD ASCE 7-10 f•100R TRUSS MAY BE ADJUSTED WIND SPEED 760 mp.h 2" FOR PLUMBING IF NESSARY BUDlXNG DP(191fQ C _FLOOR TRUSS SPACING — - WUINCTYPE— cIaneu 2•-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOA�7 PLUMB CUT OVERHANG 6 H 3 16 UNLESS NOTED oTHERwISE TYPICAL TRUSS END ALL sPAawc Is za' o.c. ExcFrr As swowrl. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE h11S OFFICE MUST 8E NOTIFIED 7MTHW 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACC:AiARGES MLSPIECI L BE HONORED. WARNING cavv+ImRa nUVYW FRECDW A1m/mi vtaNDT+r MG@ID 6 MOj TIE RESFW- SIDtRY 61![ 1RtRt DmV.R. RATC NUA.aACRFdR. DR 1RVa4 FA9AICAro0. PD5916 eaiTwc FNA� A z uulu� m amp wluasma N»u Rewuao nEt'Db! ewm+D ewa 6 At.YArs R@IUD ro wEwfrt TDPPINO Arm om+rn.D wwm macnox: Aim rtRUArm+r INAnIc ewd YAY DE Isaram w sec Avwum.s 9i'fJiACPm SOW TRusas O>1MNfARY Aem RVLNODATd6' (BC¢B1J iIIt M1DQ7+ WUOIATOnI. 1Wi596 9WL BL NSTNJID N A SIRAIDR Alm PUAm FO9i6%1. MERE ND SNU11mW Is AwTm mEc41 m tm Alm/Qt BDnCII mIQmS TIE1t suu eE Iru® Erma a n¢ wmmv® ueGa Tnuaa 91AIt � NA'm1ID wFx cvs DuavD FAELOM ro IYd1EflT DAYA2 a PERSd1LL uAlnr. NOTE R 6 THE PFSPONS1t7D1TY OF ME BUILDING DESI(dIER OR ARaD7ECT TO PROVIDE AN APPROPRIATE CdVNEC1IDN FOR TRUSSES TO suPPonnNG STRUCTURE PER REAcncws sloxr ON TRUSS AND/OR PLUMBING (AND IHOR CON�NECnONS)��x E�IPMENT MUST BE DIAGRAMMED BY BUIU7ER ON APPR VED TRuss UYOUT PPoOR TO FAURIOAnON. 1F95 COMPANY 5 A TRUSS MANUFACTURER WHOSE RESPONSIBDITIE9 ARE ONlim N THOSE DESCRIBED IN Yllfil 7-1995 'DESIGN RE�+PON510UTIES'. ACCORDINGLY. IT DISCLAIMS ANY RES°!#I51[ilJ— Alm/IXi LIABILITY FOR THE CONSTRUCTION DESIGN, DRAYANGS, DORIM INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACIWOYAIDGE: 1) AUTHORIZATION 70 PROCEED WITH FABflCn71011 2) VERIFICATION OF ALL DIMENSIONS AND CONDITION; AiQLdNG WALL HF3CTi7S ROOF PITCH, FEEL FD7GITf. OYERFUINGS. CFIlINGS, ETG S) TRUSSES NGL BE MADE W STRICT ACCORDANCE WITH 7105 TRUSS LAYOUT. a) I HAVE READ AND UNDERSTAND A LSIGNED NEY L NOTES AND WARNINGS ON 7195 PAGE AND AGREE TO BE BOUND BY THEM. TITLE DATE REWESRD TRUSS SHIP1E11i DATE ( ACNAL TRUSS 90P DALE B BASED ON OUR CUAIETIT DELIVERY SCHEDULE ) R E i s I D N s RANEY COMPONENTS, LLC 19990 Independeca Blvd. GROVELAND FL 34736 RAS OFFICE. 352-429-9429 ®CO Pfj ONENJS FAX: 352-429-7429 J- E—MAIL• TrussPlont@raneyeomponents.emm Horton 7reekside Lot 71 828 Cali "C" ""GUI