Loading...
HomeMy WebLinkAboutTYPICAL TRUSS END27'10' i1n0o oion"l AS lIjNEViEWED ❑ REVIEWED AS NOTED ❑ REVISE & RESUBMIT O REJECTED/ RESUBMIT • NOT REVIEWED ❑ FOR YOUR INFORMATION Submittals are reviewed for conformance witk design intent and general compliance with Ike Catract Documents only. Notations Do Not AvIkefite Cheops to Contract Sum. Reviews, Comments and/of cerroctians does net ratieve the Contractor from compliance with tN CMtnct Documents. The Contractor is responsible for confirming n4 correlating all -iv#Rt ties,_dimensions, .toiennces; eleannces, fabrication compatibility -of materials and mahriWilieNinatHn of them HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL RANGERS ARE USP 'HU526'. 8'—B" ELEV. OA HUS26 OR THDH26-2 © MM422 OD HUS4B ®N/A Int Brg ® N/A ELEV. ROOF 1TISS Dmw CWTDLN MOOR TRUSS OEaw QLTEG T.C.L.L. 20 P.sl. LOLL 40 p.sl. LCDL 7 P..E T.C.D.L. 10 P.M. B.CDL 10 P.S.I. B.CDL 5 PAL TOTAL 55 PaL TOTAL 37 P.&f DURATION FACTOR 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED MIND SPEED 160 mph 2' FOR PLUMBING IF NESSARY -BIA(DWG_EISOSI7RE.—_ C, FLOOR TRUSS SPACING BUILDING TIPE__--a®--_-- —_2' VUNLESS-NOTED_ APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 VOPW 4-3 16 HE -d 1' — . 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 fL„VETI IGIOny TAECOO,I AND/an VER,I 'E11T BRAmIC 6 NOr THE RE�ON- 9MIITY 6 TIR iRUS R9OiR. MtE W.MI(ACTlRIt OR TRUSS FAfOCG1HR f4I15015 0' THDOTORO TAUS ARE aWRO® 10 Smf PR6E9wAL AOMa REWIC,IC T6AA1c ANl tlSCI10, (OTAOIC TA001 6 ALItlYS IEaMZO 10 RRNJIi CPOIONO fMAdIG FISCIRl; AIO fSIFAXDR 6AACPN. 1l001 WY BE PE61Hm bUONO TIL525 LD,RIO,UAY •ND C1 9�EC6Y y-s- (wi �0(Y fS0000)QA1AH5 (sco-al) im ilA11RR ,cTaaAnox. A!A IA11Y8 f®RCA 1MDK Ip 96A11@10 1RI� 91,1E BE fNSTAUDI N A SmMOfT 6 AtRID IOIECRY 10 lOP ArmAn BOiTO, wORO; 1NY 9011 BE FAA® HNYID AS SPEmRD w THE DIO!®RD OE9IX TAUffi SOME � FIN fSil501I8E fX3 OUi010 O¢c00R 10 PIR.T41i GLACE aA PFASQUL ,WAFT. NOTE IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARGNITECT TO PROVIDE AN APPROPRIATE CONNECTON FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ANICAL �T ENONEERANO/PLUNGING (ANDTlU1R CONNECTIONS) U1 TRUSS SPACE MUST BE DUGRAYMED BY BURDED ON APPROVED TRUSS LAYOUT PRIOR TO FARRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBNTIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN RESPONSBIITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AHD/OR LIABILITY FOR THE CONSTRUCTION DESIGN. DRAWINGS DOCUMENTS INCLUDING THE INSTALLATION AND BRACNG OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DGENSONS AND CONDITIONS, INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT. OVERHANGS CEILINGS ETC- ]) 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 SIHP DATE IS BASED CN OUR CURRENT DELIVERY SCHEDULE ) R E V I S I 0 C N S RANEY COMPONENTS, LLCC 19990 Independece Blvd. 34736 RANEY GROVELAND FL OFFICE: 352-429-9429 ® COMPONENTS FAX 352-429-7429 E—MAIL- TmssPImt@rcneycomponents.com br Horton LDT/BLK Y. Lo : 32 Creekside 4 EHB Ha den-2601 "H" OL GATE• (MTAI BW OAAFNC NU10D1: n s=1'-0 s-16-2o1B GLM EIW4 CO T3 (v it III _ ���Lo]1 • - • _!_�E_ Lrrrr-Trrrrrrrr� 1�- -_ 4BJ5 D 4BJ3 4BJ1 S aG c 1BjBJ ' FT2 FTl O BJI i0 W 1 '4' m m m 10'8 W M 12' 03 N m U7 N N N N N N N N N BJ VO N CJ, T8 BJ G� N I td W W j W N a REVIEWED O REVIEWED AS NDTED 0 REVISE & RESUBMIT 0 REJECTED / RESUBMIT 0 NOT REVIEWED 0 FOR YOUR INFORMATIDN! Submittals are .reviewed, for coaforeiuee: Milk .ftsip iietest and general, toerpliaece with tie Ceettect OecoM,ellts oiy. Notations too Mot Aetkorize .Chaejes,'tercostract Sret. Reviews, 'CommeAts' aed/or cefimtws' Iles #It' [elicve 'tMe C"tractor from compliance wfth_tke C fto Ououta, The , Coetractor is responsible for coe6rnieC aM correlatiaj 'a16 geantities, dimensions, tolerances.'tika ktti,, ,hbtication �ompalibiIitp--of=maleriels4ad4W2qw work with other trades aei sekoetrteMrt;.-awce.of _ _ ' '-- --_ ( U7 (Wi l J7 E DM OZ B - I A6 5 A4 A3 A2 Al A2 A3 A4 A5 A8 A9 EJ7L EJ7 N 3 W 131 132 ) C-) A E 7 ci LITBJ1 J3 J5 BJl HJ5 BJ3 I V� L L (_ L. L- b L �i Lb 21'8' LR W HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 'HUS26'. 8,_S" ELEV. AO HUS26 OB IHDH26-2 OC MSH422 OD HUS4 ®N/A Int Br9 ®N/A ELEV. ROOF T DCSQ, M MA LCLL 20 p.sf. RMR TRUSS DESIGN QW ➢A T.CLL 40 P.sf. T.C.D.L. 7 p.xf. T.C.D.L. 10 p.sf. B.C.D.L. 10 P-0- B.C.D.L. 5 P.S.I. TOTAL 55 p.&f. TOTAL 37 P.s.f. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WAND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED RIND SPEED 160 ..Ph 2" FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING -BUILDING_-DEEa,>sa 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 I V 4 16 E3 HE $" UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2e 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 VALL BE HONORED. WARNING OiA4lI1N11AL ERAIQI4 D2DIIQi AXD/DR PDiYAlA21T g10GHG r9 NOT ME RF�aI- 9ENIY 61XE 1Im59 CE9aEit. PIAIE YAMVALTMhR, al TAUS ■AfACGTat PERSal6 DTEDIND ➢rigs ARE uu➢aen ro � PA6ES9alAl ADVICE AccMmw a¢c Iw murn�c waw c uaArs rzamn ro mnsnr r�wwc Arm DawoNO MAaae D'SCIIaI; AN) PEIAIAYEMT eru�e wm1 MAr e¢ ALTMFan 'BRAaND 1Tm59S O]xNNTAIIY Arm W TE61C APFVG11a1S SFE a0m REMIYEimAIKM" (64v-FN) iLR MT➢6A W9WIAlTaI PWMB F®➢ai I.IDtE MO 94AlHCW 1RUID5 9"D. 6E F6GVID p A SlNllaii AIm x APFLAD a9Ecrtr ro TOP Arm/m Tmnw cams T1ET gu4t E TRA® AS 9{Dnf➢ Orr 1NE FNIiEIIG➢ OE9rN. ➢m593 9MLL FE NAIm1ID TWIN RFASQUBE ur¢ [Aamo D¢cnw ro PIEVENf D4MAa w PDiSaIAC nur. NOTE IT IS THE RESPONSI UTY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHORN ON TRUSS ENGINECIAL EERING. AND/0 OAR (ANDDTHEIR CONNECTIONS) INTRUSSSPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR To FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSSUITES ARE UNITED TO THOSE DESCRIBED IN WICA 1-1995 'DESIGN RESPONSBUTIES'. ACCORDINGLY, IT DISCLAIMS ANY RES'ONSBIUTES AND/OR UABIUTY FOR THE CONSTRUCTION DESGN DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRAGDGAPPROVALR SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE. 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, INQUDING WALL IU]GHTS, ROOF PITCH, HE0. HEIGHT, OVETbiANGS, CEILINGS, ETC.. 3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ ANO UNDERSTAND ALL NOTES AND WARNINGS ALL ON THIS PAGE AND AGREE TO BE BY THEM. SIGNED TITLE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SLIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) R E V S I 0 U NS RANEY COMPONENTS, LLCC '9990 Independece Blvd. "�"' RA GROVELAND FL 34736 OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 E-MAIL: TrussPlant@roneycomponents.com br Horton lAT/&K N Lo : 32 Creekside RE9IXNCD 4EHB Ha den-2601 "H" OL AlD DRAYAI BW DIU'.�NG rAETmTTt n s=1'-0" s-1s- o1aI GLM