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HomeMy WebLinkAboutTYPICAL TRUSS END REVIEWED0" -- --- -- -- --- - CJ1 to I N N N N N rn rn rn rn rn to 0 I 24" 24' 24'" 24" o J6 3'-4' 1 /2" N LD t0 N (V N N N N (N N N N QO O O) W O) a) O) In 01 O) 07 cr QO .q. i I J1 J2 —L0' �I o EJ3 M3 S. U 24" 24"- V! J4 1'-9 ' 3/4„ 1' 1 I FILE COPY tr CJ1 E GO �39"8" L to v � EJ6 CJ1E w Uj w Ri U U SF 20'4" 19'4" 21'8"- 18' Joist Schedule/m-o 6➢ alLaMa ay B Boise Cascade Engineered Wood Labels (ID) Length Depth Product Type Joist/Beams PliesQty. J1 38'-10` 16" BCI 4500s JOIST 1 5 J1A 38'-10" 16. BC14500s JOIST 1 1 J2 W-117/8' 16" BCI 4500s JOIST 1 6 J3 1T-B" 16" BC14500s JOIST 1 8 J3A 17'-B" 16" BC14500s JOIST 1 1 J4 15'-l" 16` BCI 4500S JOIST 1 10 J5 15'-2 3/4" 16" BC 4500s JOIST 1 1 J6 15'3 318" 16" 1 BCI 4500s JOIST 1 1 3 J7 163 112" 16" 1 BC14500s JOIST 1 1 JS 1 T-41/2" 15" BC14500s JOIST 1 1 J8A 2'-11/2" 16' BC14500s JOIST 1 1 BM! 19'-10" 16" VERSA-IAM2.03100SP BEAM 2 1 Cal 6'-6" 16" l4reBCRIMBOARDOSB RIM BOARD 1 1 Ca2 10'-6 1/2" 16" 140 BC RIM BOARD GSB RIM BOARD 1 1 B" VARIES 16" BC14500s I JOIST -BLOCKING 1 00 CJt CJ3 CJ5 CJ5 CO CJ1 I I I I I I I I I I I I I I I I I I I I • : e -11 '1� 11 I' ,1 11 M 11 _� ■� Ij _11 _11 I 11 BELOW, 11�'A Lill, re'�"'11 11_ I I I I ,i � I I ---.---....... I I I I I -.--I-.-. I,, to to U U U U U U 21'8" 18'- L l 39'8"c 5'y Bs� FD5 Load bearing wall above (slacked Over wall below) BCIeJ.Ist Blocking See Boise literature for veniral load capacity. F10 Backer black (12" wide min.) Nail with 10-1 Od DOSS. Install light to lop flange. Joist hanger Fillerblock. Nag with 10.1Od nags. Backer black required where top mount hanger load exceeds 250 lbs. Install fight to top flange. REVIEWED H,&.A - aD CJ5 CJ3 r CJ1 yv) � HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE A• UNLESS NDmER _. 8'-B" ELEV. ONANDRSX.& HUS26 O THDH2e-2 © TFU716 OD TKFI7157 ® N/A Int Brg ® N/A ELEV. ROW TRUSS DESIGN CRITERIA T.GLL 20 ps1. FLOOR TRUSS DESCH CIMM LOLL 40 Ps1. LCD.I. 7 pl. LCDL 10 ps1. B.CDL 10 P.I. B.CAL 5ps1. TOTAL 55 ps1. TOTAL _ 37 P-E OLWATION FACTOR 1-.25-- -DIRATION.FACTOR 1.00 WHO STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WIND SPEED 160 roPJL 2" FOR PLUMBING IF NESSARY MWNG OPOSURE C FLOOR TRUSS SPACING BUILDING TYPE a»sa 2'-O" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG ` V — 4-3 16 H• ­r 81, 1 0 -d, — BRG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOW 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 HONOgm. NO BACKWARNING A R N I N G mH1ON➢ONAL FRNN4 D¢LTIGN —/OR met"'Off OUGa B NDT THE TETG/- 5®lA 611E TRUSS 0131—k 11ATE VA Acnlel%. TRUSS FABRICATOR. Rla9R9 FIiLINC 9W® AIE c`UT D To StDR mOESSoaL Apvoc MWaOfN ATO FIRL7RI1 BiAGN. Hal G ALLTYa fEOIRa) m PAEWIT TO'RNNE peNDNN➢N➢ ➢IFMG DntTn➢ AM PFTtMAMTNT f♦AA<9a Hal WTY H IEDJ{RD It G4ID1C A;vucA NS SF NRENFARr AI0 fSLOYDdATIa1S C—) iTP fwmNDN a.aaA➢0. 9ffAl1GC LTA® SNNL CT To TOP M A SIPAIaIf ND R S. R 71EY W� IN➢ Is AF41ID uECILr m TOP AIDAn BOnGR MODS IIEY STALL RE BiAOD As �➢D NTx E 9 EREOn To F TR➢55SS E OR fC TUJaID NFTII FSA9]IAGE CARE ➢Ga9 DEcnNN m RaeAlli DNNII2 NH FTamNu F4ABx NOTE IT IS THE fES'GNS6l UTY OF THE BINDING DESIGNER OR ARCHITECT TO PROVIDE AN AFPROPMATE CONNECTICN FOR TRUSSES TO SUPPORT" G STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONS ERATKNS FOR MECHANICAL EQUIPMENT AND/C R PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TRUSS MANUFACTURER WHOSE RESPGNSWUTIES ARE LIMITED TO THOSE OESCREED IN WTCA 1-1995'DESIGN RESPOINSBURES". AOCODINCLY, IT DISCLAIMS ANY RESPONSTB= Mm/QR UABD)TY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS CGNPANY. APPROVAL SIGNATURE YOUR SIGNATURE WUL AGONOIWEDGL 11 AUTHOIMT O N TO PROCEED WITH FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS INCLUDING WALL HEIGHTS. ROOF PITCH. HEEL HEIGHT, OVERHANGS. CEILINGS. ETC_ D) TRUSSES W9L BE MADE IN STRICT ACCORDANCE TWTH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED "Y" DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SNIP DATE IS BASED ON OUR CURRENT DELIVERY SODDULE J R E V I s N S RANEY COMPONENTS, LLC � N�^EY . J" N Z 19990 Independece BOWRA GROVELAND FL 34736 OFFICE: 352-429-9429 ® COMPONENTS FAX: 352-429-7429 E-MAIL- TrussPlantGroneycomponents.com 57 Horton Ore ekside Lot 47 2605-4EHB Ha den F'HFF OL oATc oNv. er. Gurxa HIM4.TU nos =1'-0 6- D 9 JAH ---E- - - -I- - — — — 00 39'8" 0" EJ3 M; U T CJ1 E —VH CJ1 E L2 c' a, m -cL a, 24" 24" 24' 24' 24" 0 24" 24" 24" 24" 24" 24' 0 to J6 J4 Ii IIli 11; ID 1. 6 Ile . I I C© OM, J7 -9 i3/411 3'-4I 1 /2" �© „, 1'-1, 1/4" o II to In N N iV N N cV N N N N 0 I DI GO W EJ6 ---- CID CJ1E w W 1/ 6F 20'4" 19'4" 21'8" 18, 39'8" Joist Schedule/H o uaM Lana ay B Boise Cascade Engineered Wood Labels (ID) Length Depth Product Type Joist/Beams Plies Qty. J1 38'-10' 16" BC14500s JOIST 1 5 JIA 38'-10" 16' BC14500s JOIST 1 1 J2 19'-11718" 16" BC14500s JOIST 1 6 J3 17'-B" 16" BCI 4500s JOIST 1 8 J3A 17'-B" 16" BC14500s JOIST 1 1 J4 15'-1" 16" BC14500s JOIST 1 10 J5 15'-2 3/4" 16" BC14500s JOIST 1 1 J6 15'-3 3/8" 16" BCI 4500s JOIST 1 3 J7 15'-31/2" 16" BC145OOs JOIST 1 1 J8 T-41/2" 16" BC14500s JOIST 1 1 J8A 2'-11/2" 16" BCI 4500s JOIST 1 1 BM1 12-10" 16" VERSA -AM 2.03100 SP BEAM 2 1 Cal 6'-6" 16" 1-113'BCRIM BOARD OSB RIM BOARD 1 1 Cat 10'-61/2" 16" 1-118'BCRIMBOARD OSB RIM BOARD 1 1 B. VARIES 16" BCI 4500s JOIST -BLOCKING 1 1 FILE CC)pY - 39.8" L M UO n yVj U U U U U U CJ1 IL IL--EJ7 CJ1 CJ3 - _ - — —=—_ --- _ - --- - - - CJ3 CJ5I-- - - SH \ A7 1 A :t A4 N A3 t N A2 GO Al A2 N A3 N A4 G�J A5 A6 N A9G co N B, CJ5 N B213 CJ3 E 7 E L CJ5 CJ5A CJ1 CA 7 CJ3A CJ1 E 7 CJ1 C14 C yv, I U U to n n to U U U U U U 39'8" F10 Backerblock(12-widemin.) Nail with 10.10d nails. Install light to Wp flange. Joist hanger ,5 10.10d nails. Backer block required where top mount hanger load exceeds 250 tbs. Install fight to top flange. REVIEWED HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERWISE AUNLESS HANGERS ARE USP 'HUS26". 8'-B" ELEV. OHUS26 O THDH26-2 © IM1716 O THF17157 ® N/A Int Erg ®N/A ELEV. Rah IRU55 Desm wTDaA LOLL 20 P•at neat MSG asvN OdTRA LC.LL 40 Pal. LCD- 7 p.s.f. LCaL 10 Pal. B.C.D.L 10 P.it B.CD.L 5 Pal, TOTAL 55 paL TOTAL 37 Paf. -- D(RATION-FACTOR-t.25 -- ._D RATION_FACTOR 1.00 WIND STANDARD ASCE 7-10 FLDOR TRUSS MAY BE ADJUSTED WTI) 940 160 m.PJG 2" FOR PLUMBING IF NESSARY BUILDING ET�09IfE C FLOOR TRUSS SPACING BUILDINGHYPE anwa 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG ---- v 4-� 16 HE llz l — 0 BRG. UNLESS NOTED OTHERN7SE 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 RMOUXIM RRM ft BRECTON =I" POII VMDNQ 5 Nor 11E RSVN- 5®RY aF 11n: IIN65 0E9aE11. RATE NMIUFACMR!( a1 TIN66 FAOTCATat. R1O116 tlnLnNa 1RUISE9 AIE f:11111af]l ro SRDI FRa}59011AL MALE II'GYmNc ETmnIaN IWIATNG was Is m P12H1RT TORRA: AM owDRoula wlwo EIELIIat AW PDaIAraIIT atAOa Na NAr a lEaIOaED w SRCRC ARVGlla6 SFE 91Aa110 w1m 1RUSSFS WnnNTARY AIQT IamrElaAnaTs (acv-e0 rm RwnnR wFaaAnal. wD1E No sffA1MC w A smNalr ANO RIA16 PDSnIaI. rs A1PID DIRECTLY ro Aro/M FIOTIaN a1aOs IIEY SHNL BE G+A® Is wPILI DULL CT NI DTo, As sTaalm a n¢ aNaNalln D1svA TRI65i5 slAu 0e xA1cTm w1R FEA'AIAaE vIS awla D¢cna ro Nra,ETlr OHMAGE w PF16aHAL VL1nx NOTE 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 E NGNEERDIa SPECIAL CONSIDERATIONS FOR MECHANICAL EQUPMEIR AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTRR WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995'DESIGN RESPONSIBILITIES". ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR UABIUTY FOR THE CONSTRUCTION DESIGN. DRAWINGS. DOCMENITS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACKNOWLEDGE- 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VERFICATION 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 LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEM. SIGNED TIiLF DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS SHP DATE 15 BASED ON OUR DUMONT DELVER( SCHEDULE ) E V I s I 0 C N S RANEY COMPONENTS, LLC 19990 Indspendecc Blvd. GROVELAND FL 34736 OFFICE: 352-429-9429 ® CO POONNEN FAX: 352-429-7429 E-MAIL' TrussPlantareneycomponents.com bIr Horton ler/6IN/SBDY. Creekside Lot 47 2 605-4EHB Hoyden "H" OL MTfl DaA eY: IYUrMD NwaR: nts-1'-0 04-16- 019 JAH