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HomeMy WebLinkAboutTYPICAL TRUSS ENDA a 1 to L G�3 4 3 j 4BJ1� 4C2 C- 2o 11 - 11 - 11 - 11 n-11 0 9 4BJ5 4BJ3 4EJ 4BJ1 M a (_ 19'4' 20' 18' 21'8e i U MANNED '�J11b � :4��LYUJI�RJ Y EJ7LIJ EJ7 I IcT SA AS NOT *, i RE S BMI MIT 01 ORJI R I R TIO Sub t rltals are reviewed for confo►manc and general compliance with the Contr Da ume -Nola tion"S.xaLAuMt:lae=G-haiigg� letim—C9mMea Contractor from compliance with the Contract Documents. The Contractor is responsible for confirming and correiatrng all auarrtities, dimensions. tolerances, clearances. fabrication Processes. technioes and sequences of construction, compatibility of materials and material ordination of their work with other trades and subcon cto s. per rmance of work in a safe and satisfactory man r an for f I compliance with the Contract Documeitts. CUTE REVI I N A6 5 A4 A3 A2 Al A2 A3 A4 A5 A8 A9 Bl B2 La! BJl HANGER SCHEDULE TRUSS BEARING HEGHT SCHEDULE • UESS NOTED OTHERWISE ALL MHANGERS ARE USP 'HUS26•. 8•-8' ELEV. OHUS26 O THDH26-2 OC MSH422 OD HUS48 ®N/A Int Brg ® N/A ELEV. faOF 1RU55 IX9QV LWTIAA T.CLL 20 P.sf. ROai muss DESIGN =ER'A T.CLL 40 P.sf. T.CD.L 7 P.sf. TCDL 10 P.sL. B.C.OL 10 p . B.C.DL 5 P.f. TOTAL 55 p.sf. TOTAL 37 P.sf. DURA11ON FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 m.ph 2' FOR PLUMBING IF NESSARY BUILDING EWOSURE C FLOOR TRUSS SPACING BUILDING TYPE acs.O 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 ` V 4-3/16- HEEL 8" -BIN1' — 0" BRIG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24' O.C. EXCEPT AS SHOWN. 00 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 WALL BE HONORED. WARNING cwwnnau TnAnxc, anrnox Arm/Qi PDiMANTNT auanc a xor TINE DRE o<mE lass IL9aRIL RATE MAxurAnuuR. a mus FAfiaGlat rmsars FRLOTwa mina Aix uunaun ro sLTx maEEasmAL IDWLI IrEURmtc mSSlla1 mrAam leas a uvAn raauron ro P�sxr roPamc Ara Ouahma Owmm D3LIR1; AND PaeIM01T 6PAOwc Teaol MAr � IRaeED w sPernc AwuuTmre; ss'auoxe •OaO Traffi me,rtNTARr Arm IsaammAnoNr (acs-ei) FIN nmmw r6aaA�. muss¢ sulL eE estrum w A smuwr am PwNa POsnw. TwTRE Nc sla•ATwrm - aaAus mY sxAu a a+A® s APPISD m¢car ro TOP RED DI sa. As sPEmlm a Txe LNWRI&➢ umuss suu r¢ xArmlm Wm Rr LmraaE w¢ Oua�c a¢e1m� ro waE�aNr OmuOs as rwsaxa nulr. NOTE IT IS THE RESPONSIBRITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR MUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS AND/OR PLUMBING(A(ANDD 0�COL NECTION) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBBIDES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSI8IUTIES AND/OR UABIUTY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING ME 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) MUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS MUSS LAYOUT. 4) T HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TITLE- _ DATE REOUESIED MUSS SHIPMENT DATE ( ACTUAL MUSS SHIP DATE IS BASED ON OUR CURRENT DEUVERY SCHEDULE ) V Is O O s RANEY COMPONENTS, LLC 'Nndep-Crtdece v . LAND FL. 34736 RANEY 0 CE: ®COMPS -429-7429 F : 352-429-9429 E AIL: TmEI.Plant6raneycomponents.com 57 Horton LOT/BUt W. Lo : 44 Creekside 4EHB Ha den-2601 "H" OL OA wu er. DRAWNG Hu1wOL• n s =v-0' as-17-2018 GLM ,o [—V-F --10, 4C2 M 4 B. 4B. 4B 9'4' 4BJ1� ED 0 aD BJ5 �J3 BJ1 S V EJ71- EJ7 cT A f1 SE R O R D R MIT ,REVIEWED O Fty1 rOR 1f0 Submittals are reviewed for conformanc , -oltd_ eae,ral_com lisnce--with-th _ - -1� mrs; ,Do 'Not Authorize Chan to •ntr&t Ski. hViins, tomillmls andior Cagle lions dots not relieve Ine costractor from compliance with the ContractDocuments. The - Contractor is responsible for confirming and correlating all paatities, dimensions, tolerances, clearances, fabrication processes, techniques and sequences of construction, compatibility of materials and materials coordination of their work with other trades ,and subcontractors, performance of work in; safe and satisfactory manner and or full compliance with the Colftl Docweents. 'AA ."OWN G A7 A6 Al A4 A3 A2 Al A2 A3 A4 A5 AG Bl B2 I.)1JI1111111 FILE COP-vi HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWASE ALL HANGERS ARE USP 'HUS26•. 8'-B" ELEV. OHUS26 O THDH26-2 © MSH422 OD MUS48 ® N/A Int Brg ®N/A ELEV. ROOF M. ,ES,M -TEMA LC.LL 20 p.s.f. FLOOR TRUSS OTSOH OOIERW LC.LL 40 p4f. TCD.L 7 Ps.0 T.CDL 10 W. B.CD.L 10 p.s.f. B.C.D.L 5 P.ef. TOTAL 55 p.sf. TOTAL 37 W. DURATION FACTOR 1.25 DURATION FACTOR 1.00 MIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SPEED160 mph 2' FOR PLUMBING IF NESSARY BUILDING E)POSURE C FLOOR TRUSS SPACING BUILDING TTPE acsEc 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 V 4-3J16- HEEL f 8„ . r1 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 caKluTrxwAL FRuoRa, EAscnm AHO/OI Powu¢Nr eRAarAc m Nar T12 aFsax- 9®Itt Oi 1ME 1RU6S OE9G3A. MTE YMAIFACAWRR, OR 1RU55 fA9RGTC0. PEASm6 Enema TRusss ARE uwwwn ro sx,L PRUE590TAL APx¢ I¢fwTmwa FJRCIIQI eRAanc nua a ALwATs TROUPED m wewAr TOFawc ARo Do,mowc DEFwAc LAscAaT; Arm PLTArAYDRr sRAmvc wooA wr eE RDAICRD w saFmm uwuTa¢ sx 9RA�c wom Truss LvomTruW Arm IECOIYFImAlKNS (91,9-61) FOR FURn1FR W9HIrAT10t1. TRussEs sun. sc smwm M A sTPuwr u�o Pwue Pmna, wxERs Ha suTRu,c Is AwRrtn mncRr ro TaM um/aR ecrtal acRos. T,cY swu m au® As s+Fm®w n¢ ENman¢Tr ucyvL Truss sun 6E xA+am win IwAsoRMaE cvRE MAmTc Erucnm To vA¢wHr oAMA¢ ow wRsaxu rR4rsr. NOTE IT IS THE RESPONSIBNTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOMRI ON TRUSS ENGINEEMNG. 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 RESPONSBILITIES ARE LIMITED TO THOSE DESCRIBED IN W1CA 1-1995 'DESIGN RESPONSB41TIE5'. ACCORDINGLY, IT DISCLAIMS ANY RE TIESAND/OR UABIUTY 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. CETUNGS, ETC_ 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE "TH 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 n�RRFtiI-OEUVFULYOLEWIE- E V S H 0 C S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: ®COMPONENTS M )•S -429- FAX: 352742952-429429 J' E-MAIL: T—Plent9FDnc iponents.com 5T Horton LOTAeLK Lor. 44 Creekside aFvG.- 4EHB Ha den-2601 "H" OL n s 4-0'oATD aAAMn er. MuwHc NGIOTEfC 05-17- 016 GLM