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Home My WebLink AboutTRUSS PLANS8 td c- i w i BJ1 — �_ :\N� BJ3 BJ5 11 D D D D CD D FU D TI b� bd bd ~ W I 7' 51'8 INREVI ED REVI ERAS ED ❑ REVI E & R BMII REJE D/ R UBMIT NOT EVIEW FOR R III RMATI ubmitt Is -are- view e -for-co ara ,"c -witl-dsign-in nt- nd ge rat Cox illiane with t Coal r t Doca eats 01 illy. atatio s Do t Au orize U,ages to CON ract S views,Comm is as /or cor �ifas sit QIIeve E ntract r from mplia ice with a Coal I Dorn eats., e oat r is re onsi a for c irteia aid co elating II aantiti s, 441 sions toleraa es, elf siess, abript n ►ocess s, lei; ique 'and s quince of co structi ompati lity of dateria s and m terials toordunt 0a of thilir ork wil i other trades and so eAtl t , rm f ork in safe an satis ctary a far fa plio e ith the C ntract en Gl� lip B.I A E5 11 p ffl] D D ' HHINULN J(:HEULILE TRUSS BEARING HEIGHT SCHEDULE ' '.t IY OTHERNSE MPSON 'HU526'. I� 8,_8„ ELEV. '-P ROOF MUSS D6IGN GdIFIUA FlOOP MUSS OMGN CIRTEWA T.CLL 20 P•s.T. T.C.L.L. 40 P•sl. T.CD.L 7 P.s.E T.CD.L 10 P•sl. KOMI_ 10 i B.CD.L 5 TOTAL 37 P.s.f. TOTAL 55 p.&E DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WND SPED) 160 1 2' FOR PLUMBING IF NESSARY BUODING EXPOSURE C FLOOR TRUSS SPACING BUILDING T11'E aosn 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS --- - - - - - - --- - — -- - - - - - - -- - -- - - -' -- -PLUMB—CUT-OVERHANG- _ - - - - -- - 12 6 (7 4HE -3 16 N c� M 0' UNLESS NOTED BRIG. 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. 3 8 d WARNING LbIVETI11oRAL MAYPM DRECOaI M /W RTWMRTT Ei @ G MRf�W- SeQnY Oi THE TRUSS OE9aR11, M1E YINUMGNRER, W 1ROS5 iABIDCI,TW. PDI�r15 DECmG 1RIISSES ARE f1LllO1®ro SFID( PROfE590NAL ADVK£ MONmNc rTRc11Dx WAmvc 1sEW IS xWArs IRQIIRD TO PRETERIT TO,PDHO um Damlra+c Duwxc rREnIW; A'e waMrmlr eRAwc 1111W MAr rR REanRm N mE�Tc APIL (8 s¢ �IUaRO WGm 1rA1595 Ea.wTARr Arm IIEWOIFNOATIWY (BC9-B1) iW NRTRR NFOIarATON TRVSSEs SNALL 6E PISTMIID M A SRiMOR MID PLlllm Po9TOK' 1111ET✓E NO SIRAmNO Is M OURGTLY TO roP Arm/W BOTfOY WOfm; TRY SHALL gE fWA[✓D u sFEvan W THE ENBIfaSD DmW. muss suu. � xumMD wm RiAsaxA61T[ cMR wwxc ETRCTmN ro wslvlr DANACE W PERSWii wuRr. D NOTE (A) 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 D ENONEERWG. SPEOAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT AND/OR PUIMBING (AND THEIR CONNECTGNS) W TRUSS SPACE UI MUST BE DIAGRAMMED BY BDRDER ON APPROYID TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER MOSE RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSISAITES'. ACCORDINGLY, IT DISCLAIMS D ANY RESPONSIBILITIES AND/OR UABIUTY FOR THE CONSTRUCTION v E'OFmR�MUTS YOHSWMTION AD.NG TRUSSg9NFACTURED BTICPY APPROVAL SIGNATURE D YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION TO PROC® NTH FABRICATION. 2) VERIFICATON OF ALL DIMENSIONS AND CONDITIONS, �- INCLUDING WALL HEIGHTS, ROOF PITCH, HEEL HEIGHT, .. OVERHANGS. CEILINGS, ETC.. D D D D N 0) TRUSSES WILLBE MADE IN STRICT ACCORDANCE N N WITH 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 AKIKIMn REQUESTED TRUSS SHIPME D ( ACNAL TRUSS SHIP DATE IS BASED ON nF 1 ,e e RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL. 3473'6 RA .. OFFICE: 352-429-9429 ® i PO NEN S FAX: 352-429-7429 E-MAIL• TrussPlantCWaneycompanents.com b'R- Horton LOT/HK /SVBDW L reekside Lot 48 i90fN2 -IANGER SCHEDULE TRUSS 13EAMO HEIGHT SCHEDULE UNLESS NOTED OIHERWISE ALL HANGERS ARE SIMPSON •HUS26•. B'-B" ELEV. �8, c c- c- v> W BJl B J' -' BJ`. BJ_ B J' BJ1 51 T8T, ODO D ON 4N. D Po D W D D lD D _D fll D_ CD v m D 8" m L v Al 00 C° D D D W D Ul D 011 td m -V 24 ❑IC 24 ❑,CIHF—I 1-1 I-1H I I I 1� I� + 11 I� R I w w w L L L r W cT1 I 7' m ROOT TRIISS DESIGN C ""' 110OR TRUSS DESIGN CRITERIA, T.CLL 20 P.sf. TCLL 40 P.sf. TCAL 7 Pat TODl 10 Psf. Rr.DL 10 pat B.C.D.L 5 p.xf. TOTAL 37 P•0.. TOTAL 55 p.sf. DURATION FACTOR 1.25 DURATKN FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 m.PK. 2" FOR PLUMBING IF NESSARY BLI DING D1P09M C FLOOR TRUSS SPACING BUUING TYPE GV— 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 20 MINIMUM TOP AND BOTTOM CHORDS -PLUMB CUT -OVERHANG- -- 12 1 6 � BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORQATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED YA7HIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES. NO BACKCHARGES `MIL BE HONORED. WARNING a1NWDRMII ERAWUHG. EPET,IW ANp/aR RTNANDii BflAm10 5 NfR 11E R3+a1- S�Itt dr M Tmis OC3aiR. P41E YAM?ACNEA OR IIAIS FAMVaiat FV✓mx5 Dmnc muss Arx TAImTNm m >mU ,waesa+a Aovta NdCMOR E,scTUOrt N1RAW0 noa s ALwAm rabARD m PREMD,r TaT+,I+a Arm mamNc ovlmlG D1axTwx: Arm IEAYkaDIT mHAeHO e,GaH wr � ,aaa� H mEtstc APNRA7IM9. 9E'Muvto wore mussy CaO6,TTNRr Atm RDWROOATIa6' IIKs-pq Tnt,a,RDR E6aNATOV. TIAISSES slue u INSTAINm u • smrga A,ro PNMIa 1+o511nN. EHo& xO saATxwc s Aavun ImDear To TOP .No/m BOTTOM amens IIEr MWL ItE N1r1AaD As swmm a TIa n+armam omoa TM@� sH W1 a „Votm wen, PFASORMRL cME oMam Du.TIw TD HtDart oAMA2 w PEvSauL uawY. NOTE IT 6 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 AN MUrPLUMBING (AND THEIR CG7NECTIONS7 W TRUSS SPACE YU BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATOR. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UM170 TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPORMBIL111ES•. ACCORDINGLY. IT DISCILAWS ANY RES°ONSBILITES AND OR LABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOLUM INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. YOUR 9GNAYURE WALL ACKNOWLEDGE 1) AUTHORIZATION 70 PROCEED YAYH FABRICATION. 2) VERIFICATION CF ALL DIMENSONS AND CONDRION% INCLUDING WALL HEIGHTS. ROOF PITCH. HEFT IMIGHT. OVBiNANGS. CEILINGS, ETC. 3) TRUSSES TffiL BE MADE IN STRICT` ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED DATE REOUESTED TRUSS SHIPMENT DAIS ACTUAL TRUSS SIB DATE 6 BASED G R ) I BY C it Lucie Coun RANEY COMPONENTS, LLCC ice Blvd. 34736 9-9429 A ® CO POAj NEN]S 7429 J+ ont0raneVCOMDonents. com 1 Creekside Lot 48 I — >,