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Home My WebLink AboutTYPICAL TRUSS END0, BJ1 BJ' BJ`_ (U F_ 81 LakQ L 0f�i.�i �,l"* U-) SUBMI BJ1 PW PLl PQ OD Ln Q Q Q 24 (U Q ubmitt ad gee atatre s Briars tract trat rastit' rotes ompati cork wi ork in vAh the Al s an rat co 0a Comm from r is to s, dim s, tet ility of other safe a ntratt / view lies t A is a milli ponsi Sion niqu ateti trade d sati am 8• for c with horize for ce to wit le for tolera and Is and and s factory AlA forma a a CIAct baeN t.H3 Nm Ces grin ea. ettaea steel ea a G with Doc to Ca aati c anaa s of esip i test Beats tract fetiev Nuts. felata fattric astfat of as }! sly. M. the The all lion ion, heir °f ate Q (U Q 24 Q ❑.C. Q �l Q ¢ Q 00. Q w EJ7A W LD W 7' MV2 D.C. CO .� Q J5 J3 �J1 Ci pq 58'4° BJ3D BJ5D CY) O7 r- Oj k A • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS26'. B*-B" ELEV. ROOF TRUSS DFSIM MTM ROOR TRUSS DMGN CRITERIA T.C.LL 20 p.s.L T.CLL 40 p.s.(. LCD.(, 7 p.s.I. TC.D.L 10 p.&I.. BC.D.L 10 P•s1. B.C.D.L 5 p.st. TOTAL 55 p..t TOTAL 37 P.%L DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED160 MPA 2" FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING TYPE Du Siz 2'-0' UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 AZT HE L16" 8rr i� 1' — 0"BRG. UNLESS NOTED OTHERVASE 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 W VFN"ONAL LTWN4 EIIECIIM AAn/M PEWI 0" BMaNG 6 NDT 1NE RE�M- FABRIGPERSg15 SftANT DF 1XE 1RUSS DL9a1E1L PGIE YANUFACmInA, CR ERECTAD D 1RUSSEB ARE GURGNED ro SIDL PROiF59alAL AADREOMDWG N tRECnM IWADND WNIOI m ALWAYB RE(URro TO PREVENT TDPMNC AND DDNHOHD olNolc nELnM; ANC AUNGMIDR BTRU 1MW WY IY REMBaL w 9E61C S<S'BRAWm IqW muss C0IAIEHTARY Arm ONO* IM5 REDMMfTmAnMS' (erg-ep rnR mm_ rswuAnaa TRUSSES SHALL BE MiTAUFD IN A SI —AND PW10 POSTON. OIDE NO BREATHING IS AP D=E Y TO TOP AIm/M BOTRY MDImS _ SIMLL M BIUCED AS SPEtDRn ON THE EN(nEDWD DESIM 1Ru545 SNALL BE NANDU , NO, —D ERECTM TO PREWM DNUI£ (R PERSMAI 111uRY. N OTE IT IS THE RESPONSIBRUTY 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 RESPON9BIUTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSIBIUTIES'. ACCORDINGLY. IT DISCLAIMS ANY RESPONSIBIUTIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE 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. TC NGS. E. 3) TRUSSES WILL 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 TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E W I s g I 0 � N Ap S RANEY COMPONENTS, LLC 0 ND FL 34736 RANEY OFFIC 352-429-9429 ® COMPONE "W FAX: 52-429-7429 �•� E—MAI • TmssPlant@raneycomponents.com 57Horton Lo : 59 Creekside ` RESDDMZ 4EAB Aria "D" nfSS4-0"DATe-29-2016 GGRAIm LMeW DRArnxD NuueDt D559 r-- e' I~''�' '-7'F�E C®PY 58'4° —f— ILV V LL • UNlE55 NOTED SE OTHERWI ALL HANGERS ARE USP "HUS26'. B'-B" ELEV. ROOF TRUSS DESIGN MMA LCLL FIDON TmSS DESIGN OGTETGA 20 p.sf. LCD.L 7 p.af. LOLL 40 p.sf. LCD.L 10 P.sf. B.CD.L 10 Pzf. B.C.D.L 5 p.sf. TOTAL 55 P.sL TOTAL 37 P.&L DURATION FACTOR 1.25 DURATION FACTOR 1.00 WAND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 InPIL 2" FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUIIDNG TYPE ODsn 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 6 4-3 16' HEEL $M ir 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 coxvaRnaAL CnAARx4 Drtrnox AXD/DR vDOAXDRr eRADxc s XDT THE RES N- 5a11R R 1HE &NITS 0[SIaRLR, ftAIE YANUPACnIRER, DII 1M19 EA®OGro0. PERSONS MOTING musts ARE GUIN M TO SEEK PROCESSOR& ADMIX REDAROXG EREC11011 nRADXG R'IOa1 Li ALIGYD RlVDRm TO PREYDa TOPPING AND DOMNGNG OIRNG ERFTIIDIt AND PadANFNT BRADNG IPDCX MAY K REDUSED N SPECi1C APNGnCl15 SEE'BRACDb 11Go0 1R11553 OGD@ITARY AND REDwmmAnwr (Gca-eq Gun nwt�an raDRwnoN 1RIISSES 91A11 BE PSTAMED N A STIWGNi AND PLV10 P09110L nHDIE ND SNFAINNG IS APfllm D/SCRY 1D 1W AND/OI BDTfp1 WORM ncY SHALL BE BG= AS �EORIm a THE DImIEIIED DESO& TRusss sHAu BE xANDIm rATH PFASGNABIE GRE OUTING DID:nON ro PRENMT DAMA£ OR PERRNAL N.S.RY. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER DR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS IONS ENGINEERING. SPECIAL FOR MECHANICAL E AND/OR PLUMBING (AND THEIRRCO INTRUSS SPAACCEMENT MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TD THOSE DESCRIBED IN VITCA 1-1995 "DESIGN RESPONSIBIUTIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCUMENTS INCLUDING 114E 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) TRUSSES WILL BE MADE N STRICT ACCORDANCE WITH THIS TRUSS LAYER. 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 SHP DATE 15 BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V I s B I D C s ZE RANEY COMPONENTS, LLC '-- 19990 Independece Blvd. GROVELAND FL 34736 RANEY OFFICE: 352-429-9429 ® CO POmNEN S FAX: 352-429-7429 E-MAIL, TrussPIant@rcnevcomponents.com Horton LOT/BIK BpW Lo{ 59 Creekside RF9DDII£ 4EAB Aria I'D" DARE• MUW.NO NUMBER: Ins=1'-0" os-29-2018GL GL-MBW �g su, to ot, -:11-1: 1 51 t14. l"A OW. rill, ftfo%b rl.2 [CIA ZIA OwRillia el 0 itol hAtiOl M illi-o '167"icilpto wsmr* 01 ln;lc lot. tmb zn;llqmnlgkby,. gmmmol a*mua� I's saiis;m1a be& ali*-Aba2 lzi 'Ji C.64oildgll zifl-j '11, oi vy-No-i ft'iewx bf!; -6-k.:hc:j V-filgtldmu tni�� Cl, P�V e7 nt "Dter' c