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Home My WebLink AboutTYPICAL TRUSS ENDJ IfIIVVLI\ J\.,I ILVL'l� , • UNLESS NO OIHEPWISE\ ALL HANGERS ARE USP'Yiu V,'-- BJ1 B J: BJE. BJ1 8' 1'8'— to I- C- a. � g 0� _.'' .L L rn �1 td (b td L L C- cyl 1�7, - D W D .p D CA D D" D D O7 L1 10110ti as Qo of Renew . Com a1 Contra or from col Contra tot is sp gaanti es, di em proces es. to hn compa bility o mi work th oth tl cru6 ii a safe Ind wilh the tact 5/3) // Al OD ❑[Ig D ❑ DI ❑R for nforit with the l horiz Chaso I Ilor a rrectns ee wi ftt C It for coefed tole aceec and siqofs. Maud MR and =: D_ D intent only. Sum. c, re the M The nd all cation I their ice of Al .. .1 J' 3FILE C ROOF TRUSS DESIGN IDI FLOOR TR .% T.C.LL 20 p.sf. TC.LL . TC.D.L 7 p.sf. Tat B.C.D.L 10 P.sf. B.CD.L TOTAL 37 Pat TOTAL DURATION FACTOR 1.25 DURATION FACTOR WIND STANDARD ASCE 7-10 BOOR TRUSS MAY WIND SPEED 160 m.p.h. 2" FOR PLUMBINI BUILDING EXPOSURE C FLOOR TRUSS BUILDING TYPE OmSTD 1 2'-0" UNLESS APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 6 �� 81T 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 CIXIKHTIRTN. FUNWO. Us— AND/OR PWIANkNT BIUCN61s NOT TIE Rarox- S�UIY Di THE TRUSS DESCNLR. PIAIE YIMSAC111gpL oR TRII55 FAe1UG\TOL PQSON: EREcnNo WHYS ARE cwnwm ro SED! PgOfF59DNAl ADWCE RECAImNG LTccnoH sRAmlc 1MCH IS ALWAYS RT— ro TNRT4}TT TOPrNwc arro Owwallo ouaxc mE -; ANo Pmu — B N. TmpT MAr eE REW — IN SIStlnC APPUGnONS SEE'BFADNO TRIW TRUSSES CONYENTARS' AND RECpOIENDATIONV (SC9-BI) Fat FMIHFR OifCRYAIgN. IRUSSTS 9WL ff INSTALIID M A s EOTI T Alp RDA® RSraH Sl¢AlxNO Is s,o m ONE ro TOP AN D BOTTOM DNGImS THEY SHALL 0E BRACED AS SPminm W THE DlCx1aRED OaTO TRU556 94VL BE IMHOIID WnH RGWTABIE cNIE ODRn'+c ERLcnoN ro PRENENr —AGE OR FETf59NAL wAIRr. NOTE IT IS THE RESPONSIBIUTY 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 RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBIUTIES'. ACCORDINGLY, IT 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 WALL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, OVERHANGS, CEIUNGS. ETC. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE W17H THIS TRUSS LAYOUT. 4) 1 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 SO-IEDULE ) R E V I g s N A RANEY COMPONENTS, LLC 19990 lie pendece Blvd. GROVED FL., 34736 RANEY OFFICE: 352-429-9429 ® CON;DS FAX: 352-429-7429 a�EN E-MAIL: TrussPlant@raneycomponents.com UTr Horton LOT/BU( M Lo : 64 Creekside RT 2 co 61 BJl BJ BJ BJ BJ BJ —81 bcJ bJ bd (- (_ w cn 3 ci ITT 3 W rr,L V D D r D D ro D td L1 Al Al rq D W D D Ln ty tJ m D D v D OD 0 5 Co 3 24 Of 24 ❑GC. 1 r9 all 11 11 --"1`11 GY c- c- �"jA"' -1 18, L-3'ga,l HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP •HUSW, 8'-B" ELEV. ROOF TRUSS DE9OM WIENA FUROR TRUSS DES- GRI7Eu T.GLL 20 P.&f. T.C.I.L. 40 psf. 7 p.sf, TCDL 10 P•&t &COL 10 p&f. &CAL 5 psf. TOTAL 37 P•&t TOTAL S5 p&t DURATION FACTOR 1.25 DURATION FACTOR 1.00 II10 SMIADARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED ym SP® 16 0 mph 2' FOR PLUMBING IF NESSARY EUMDWG EXPOSURE C FLOOR TRUSS SPACING BUUDIG TYPE OU— 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � 4-3 16 H $IG 1' — 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2V O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WIIHOUT 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 CWND—L FRAMM0. VML AND/OR PW W{NT Nt Q R NDG 9E RESWV- 5®M 0ll[ TMRY R9mFA, P4R YAMRACIIE6R, !a IIN39 FAMTfAIML RIt52 R fl6L'IYW IW556 AIR DTJIMM®N 9Di PR669R14L ApMQ iR�YW I9SLROx eRAmw wa Ms ANRArs IS4.QRD m PrsTort iaPPlem AID oommve ourwD D¢enDIA AND IaRmAraNr eRAt>«c waNwr a RFDID✓m N SFTIWR APPIIfAIMR 9i'BPKlq eOLO iRllSg' RADDMART AID IRD®AIQDAIDNY (BpFnl) fia FIaDDii 166WAlbl 101543 9WL � MRAUED N A STAN91i AA9 ILA9 POaIIIX MQ6 ND 9EA11OG B ANTED nFQYTLT ID IR+ AID/ltt eDTiatl CIIOA" THEY 941E H HU® AS 9F6F9 a iNQ DMDm� omat TRus93 941E De 11A'Dlm WIM RFASOMI8IE Gus 9aN0 Desna TD na1IINi DAMAtE DR PmscMAl war. NOTE IT S THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PRONCE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS µDI�CM�O ANDDTHEIRR CONSIDERATIONS S)En'M/¢ SPACE MUST BE DIAWAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED N WTCA 1-1995 'DESIGN RESPWN57BILITIES•. ACCORDINGLY. IT DLSCAWS ANY RESPONSIBILM AND/OP DABIDTY FOR THE CONSTRUCTION DESIGN, DRAWINGS. DOCUMEEiTiiTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACMED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACONOVAEDDE 1) AUTHORIZATION TO PRO® WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CO MON& INCLUDING WALL HOGHT" ROOF PITCH. REEL HEIGHT, OVERHANGS. CERINGS, ETC. 3) TRUSSES VDL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE M BE BOUND BY THEN, SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIP DATE IS BASED W Ca CpUUNT DHJVERY 5(TEDUIE ) R E V I 0 C N S Y C PON" ENTS, LLCC�� 19990 Independece Blvd. GROVELAND FL 34736 OFFICE: 352-429-9429 ® COMPONENTS TAXI 35252-429429 E-MAIL- TrussPlQ4cneycompemalts.com E Horton LoY64 Creekside 1 4EBB 1828 Cali "D" S=1'-0 DAB 0- 018 GLM GY c- c- �"jA"' -1 18, L-3'ga,l HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP •HUSW, 8'-B" ELEV. ROOF TRUSS DE9OM WIENA FUROR TRUSS DES- GRI7Eu T.GLL 20 P.&f. T.C.I.L. 40 psf. 7 p.sf, TCDL 10 P•&t &COL 10 p&f. &CAL 5 psf. TOTAL 37 P•&t TOTAL S5 p&t DURATION FACTOR 1.25 DURATION FACTOR 1.00 II10 SMIADARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED ym SP® 16 0 mph 2' FOR PLUMBING IF NESSARY EUMDWG EXPOSURE C FLOOR TRUSS SPACING BUUDIG TYPE OU— 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 � 4-3 16 H $IG 1' — 0" BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2V O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WIIHOUT 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 CWND—L FRAMM0. VML AND/OR PW W{NT Nt Q R NDG 9E RESWV- 5®M 0ll[ TMRY R9mFA, P4R YAMRACIIE6R, !a IIN39 FAMTfAIML RIt52 R fl6L'IYW IW556 AIR DTJIMM®N 9Di PR669R14L ApMQ iR�YW I9SLROx eRAmw wa Ms ANRArs IS4.QRD m PrsTort iaPPlem AID oommve ourwD D¢enDIA AND IaRmAraNr eRAt>«c waNwr a RFDID✓m N SFTIWR APPIIfAIMR 9i'BPKlq eOLO iRllSg' RADDMART AID IRD®AIQDAIDNY (BpFnl) fia FIaDDii 166WAlbl 101543 9WL � MRAUED N A STAN91i AA9 ILA9 POaIIIX MQ6 ND 9EA11OG B ANTED nFQYTLT ID IR+ AID/ltt eDTiatl CIIOA" THEY 941E H HU® AS 9F6F9 a iNQ DMDm� omat TRus93 941E De 11A'Dlm WIM RFASOMI8IE Gus 9aN0 Desna TD na1IINi DAMAtE DR PmscMAl war. NOTE IT S THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PRONCE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS µDI�CM�O ANDDTHEIRR CONSIDERATIONS S)En'M/¢ SPACE MUST BE DIAWAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED N WTCA 1-1995 'DESIGN RESPWN57BILITIES•. ACCORDINGLY. IT DLSCAWS ANY RESPONSIBILM AND/OP DABIDTY FOR THE CONSTRUCTION DESIGN, DRAWINGS. DOCUMEEiTiiTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACMED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACONOVAEDDE 1) AUTHORIZATION TO PRO® WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CO MON& INCLUDING WALL HOGHT" ROOF PITCH. REEL HEIGHT, OVERHANGS. CERINGS, ETC. 3) TRUSSES VDL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE M BE BOUND BY THEN, SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SIP DATE IS BASED W Ca CpUUNT DHJVERY 5(TEDUIE ) R E V I 0 C N S Y C PON" ENTS, LLCC�� 19990 Independece Blvd. GROVELAND FL 34736 OFFICE: 352-429-9429 ® COMPONENTS TAXI 35252-429429 E-MAIL- TrussPlQ4cneycompemalts.com E Horton LoY64 Creekside 1 4EBB 1828 Cali "D" S=1'-0 DAB 0- 018 GLM