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HomeMy WebLinkAboutTYPICAL TRUSS END39'8" —10' 27'10 1 yv� EJ3 m mph — CJ1 E CJ1 E — 2G " 24' 24" 24' 24" 24' 0 24" 24" 204 24' 24' 24' to I a, rn GT rn rn — — _ — O — ED J4 HfJ- J6 1144114 t:ji L t J1 L t �:ji - Pij -1 ® 1'-9 3/4" J7 oA I © "a' 10 © 3'-4 1/2" 1'-10 1 4" © J3A © CG2 Lf 1.4 1."]� © 1 —2_ 16 Y BK1 BK1B BK18 PO 4 m (X) x (O N m N N N N 4 N N N N CV � GT ED G21 ED Q7 01 of OT ai OT O Y LILL Lj2 N Y c J1 Y CJ1 E E06E 11 m fTT (A Cn 19'4" 20'4" 18' 21'8" 39'8" Joist Schedule%N o tomlLanla ay B Boise Cascade Engineered Wood Labels (ID) Length Depth I Product Type Joist/Beams Plies QtY. J1 38'-10" 16" 1 BCl4500s JOIST 1 5 J1A 38'-10" 16" 1 BCI 4500s JOIST 1 1 J2 19'-117/8' 16" 1 BCI 4500s JOIST 1 6 J3 1T-B" 16" BCI 4500s JOIST 1 8 J3A 1T-8" 16" BCI 4500s JOIST 1 1 J4 15'-1" 16" BC14500s JOIST 1 10 J5 15'-2 3/4" 16" BCI 4500s JOIST 1 1 J6 15'-3 3/8" 16" BCI 4500s JOIST 1 3 J7 15'-3 1/2" 16" BCI 4500s JOIST 1 1 J8 3'-4112" 16" BCI4600; JOIST 1 1 J8A 2'-11/2" 16" BCI 4500s JOIST 1 1 BM1 19'-10" 16" VERSA•IAM2.03100SP BEAM 2 1 Cal g - 16" 1-118' BCRIMBOARDOSB RIM BOARD 1 1 Cat 10'-61/2" 16" 1.118' BCRIMBOARDOSB RIM BOARD 1 1 B' VARIES 1 16" BCI 4500S JOIST -BLOCKING 1 P®19 39'8" _ l A7 / N /5 N A4 N a- A3 cJv A2 N Al tD A2 A3 N A4 N A5 N A6 N A9G Z N < B1 N CJ5 B2G N CJ3 E L E 7 CJ1 CJ5 KCJ5A E7 CJ3 - CJ1 CJ1 W Cn N N `w w (n vT 18'- 218 l 39,8" �✓ \ Mail block Nail with 161Od nans. Backer block required where top mount hanger bad exceeds 2501bs. Instsn Light to top flange. REVIEWED ff-C.A. SCANNED BY adAl(. Lt1Ade Cou17ty no HANGER SCHEDULE TRUSS BEARING HOGR SCHEDULE • UNLESS NOTED OTHERWISE ALL HANGERS ARE USP 1mS26'. 8'—B" ELEV. OHUS26 O THDH26-2 ® N/A Int Erg ® N/A ELEV. Nos Talus owa GraTDaA TOLL 20 p.al. Roa TRIM DESIGN CRITERIA LOLL 40 pal. T.COL 7 pal. I. 10 pal. B.C.OJ. 10 pal. B.CD.L 5 pal. TOTAL 55 Ft. TOTAL 37 pal. DURATION FACTOR 1.25 DURATION FACTOR 1.00 T'QID STANDARD ASCE 7-10 FLOOR TRU55 NAY BE ADJUSTED WPN SIM 160 In 2' FOR PLUMBING IF NESSARY BUaDNG E (POSIW C FLOOR 1RUS5 SPACING -- APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 1 V 16 H4 E3 LL 1 — 0 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 'MTHN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHA R N I N G mHONORED. DK0iL numm DeWna M/M RRIDIETGT BUGHO s NOT THE Rr9`QJ- IHUIY OF Ile TARS Df920L RATE YANUFACMEry OR IWIS FA GIM I—S FIELIWG 1(N�.Y AIS C.W11GiD TD 50]( PRM4Z901AL ADA2ISlAROf10 FIEDiIa DUOW W1001 Is &.1S I✓EQDED TD fleT91T TODRd1C Aro IxIYNOdc WPRO FxfZI10C AIC PDeINdT mAGsa 1Na WY at rIEalDea p 9ETDIC AP3VGi106 SE TATACTIC WOW iM545 Coln Taff— AND IeCOEmOAnaS (aC4-al) mm�mG DEOOUna. TRIG SMALL ff NTo N A SmAg1f ARID RNA® PG9Ml wme NO 9�AneC W 6 TOP AID/m BOrrW tTgAA THEY 3W1 E D,A® s,— ON TIY D A5 Si1 EUE A lie —I ERECD R To iRU5g3 91OR OI IGuclm YlN IEAWIA9IE DARE DIAOIc mEcna m Re1fl1T DAYA(E tR PEIBJNAL NtNr NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROWDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENCNEERNG. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT MO/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BY BtILLDFR OM APPROVED TRUSS LAYOUT PRIOR TO FABACIWCA"CCAROM. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED IN WfCA 1-1995'DESIGN RESPOSIBIUTIES'. ACCORDIN0.Y, IT DISOWNS ANY AESPOMSIBIlIlES AND/Ci 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 PRO® WITH FABRICATION. 2) VE14FICATION OF ALL OMENS OLDS AND CONDmONS. INCLUDING WALL HEIGHTS, ROOF RICH. HEEL HEIGHT, OVETRHANG% CTLINGS. ETC_ 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 TILE DATE REQUESTED TRUSS SHIPMENT DATE ( ACTUAL TRUSS S HP DATE 15 BASED ON OUR CURRENT DELVEAY SCHEDULE ) E V 1 s I D C N S RANEY COMPONENTS, LLC 19990 Independece Blvd. GROVELANO FL 34736 AR NEY OFFICE: 352-429-9429 ® CO PONEN FAX: 352-429-7429 E-MAIL TrussPlentOrcneycomponents.com Horton Lm/aK/seor. Cree6de Lot 27 2 605-4EHB Hoyden "H" OL DATFj u+A er. mArNc HweDe 04-16-2019 JAH 027 L39r8rr �- 10' 0 L 27'10rs y�m EJ3 B C- U. CJ1E CJ1E _I 2G 24' 24" 24" 24' 24' 24' O 24" 24" 24" 24" 24" 04 N N N N to (77 O) of CA - — — — t — o 104 J6 1'-9 3/4" © ° V-10rl 1 4' 01 S-411 /2" N N N N N N N N N (V CI) CA CT) ED CD to I CI) O) CA O) ai O m I I I P' Lw ®PY Do 39'8" L "7v (`rl (`7H v1 C`4 i -TCCJ,3, EJ7 CJ1 CJ3 CJ5 Ff I MCJ5 I I I I I m I �J21 �Jl CJ5 © N a © � Y C1 T'J3 Mtk' CJ5E io CZE 10 AC IQ jic C EJ6E CJ1E �T m Li m m m L 20'4" 19'4" 21'8" 18' 39'8" Joist Schedule/m.o fieI>allania aye Boise Cascade Engineered Wood Labels (ID) Length Depth Product Type Joist/Beams Plies Qty. J1 38'-10" 16" BC14500s JOIST 1 5 J1A 38'-10" 16" BC14500s JOIST 1 1 J2 19'A17/8' 16" BCI 4500s JOIST 1 6 J3 17'-B" 16" BC14500s JOIST 1 8 J3A 17'-B" 16" BC14500s JOIST 1 1 J4 15'-1° 16" BCI 4500s JOIST 1 10 JS 15-2 314" 16" BCI 4500s JOIST 1 1 J6 15'-3 3/8" 16" BCI 4500s JOIST 1 3 J7 1631/2" 16" BC14500s JOIST 1 1 J8 T-41/2" 16" BCI 4500s JOIST 1 1 J8A 2'-11/2" 16" BC14500s JOIST 1 1 BM1 19'-1 D" 16" VERSMAM 2.03100 SP BEAM 2 1 Cal 6'-6" 16" 1.118'BCRIM BOARD OSB RIM BOARD 1 1 Cat 10'-61/2" 16" 1-118"BC RIM BOARD OSB RIM BOARD 1 1 B' I VARIES 16" BC14500s JOIST -BLOCKING 1 1 F06 Load bearing wall above (stacked over wag below) BCI °Joist Blocking See Boise literature for vertical load capacity. A7 / 5 A4 A3 A2 Al A2 A3 A4 A5 A6 A9G B1 82G CJ5 CJ3A CJ3 E 7 -�- CJ1 CJ1 1A rr (n w Em 18'21.8"�� 39'811 L 4nstall Bkblk 12' wide min.) -10d nags. lop flange. Jr black.with0d nags Backer black required where top mount hanger load exceeds 250lbs. Install light to top flange. REVIEWED H. C. Af A HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UNLESS NOTED OTHERMISE All HANGERS ARE USP 'HUS26'. 8'-8" ELEV. OA HUS26 @ THOH26-2 ®N/A Int Brg D ®N/A ELEV. Roo, Ms oca. CDERIA FUM TRISS DSOI CR MA 1CLL 20 PsE LOLL 40 P-E T.CDL 7 p.r.f. LCO.L 10 PME B.CDL 10 P.M. B.CD.L 5 Pat TOTAL. 55 PsJ, TOTAL 37 P'-f. DURATION FACTOR 1.25 Min FACTOR 1'00 Wig STANDARD ASCE 7-1a FLOOR TRUSS MAY BE ADJUSTED D ED 160 m.PJL 2" FOR PLUMBING IF NESSARY SPEE BUILDING DPOSIE C FLOOR TRUSS SPACING N APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOTTOM CHORDS PLUMB CUT OVERHANG 12 V 4HE3 16 lti 1 — 0 BRIG. UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 2e O.C. EXCEPT AS SHORN. 00 NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFICE THIS OFFICE MUST BE NOTIFIED HnHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES NO BACKCHARGES WILL. BE HONORED. WARNING O] MoM L n.—% F =nchN M/ai FYmNaE]n INRAOa Is Nor lIE I6.PRF- S�Itt —TRUE EfSIiFP. RIATE WJII —LRE 1 OR —ES FPSOI. 1. RFIWIs a>dlra TmissB AIS ..4mONm TO sox PR6ES9°UL Aoua RS;u— Ala a—H IRAGiG 1rraH R ALLAYS RVIKMau ro PIRl41Ni TCRRaa OL IreIO ouRNa rmn x Ala waulnrr aurnn �xa uAr sE IrEacea RI SEraTC ARVG11a6 SF£ $IAroYO r� 1^ C°11rNTARY Aal rSSOrara (Bf4rI) f01 iNrnUD nNNAD°L a"r NO sNa11NNG TII� . GM M 7011' x A R Wr Na RWB P®llal UL BE a MPIm O. 1G To, BDTiCY alaaS TREY 91AIL ff fRA® W111 RE0 RE SfNA M 112 aNGmcl 1'! To 11 D OR lE NANIIID REASONA9E OI¢ aLDN9 TttrnrN ro RE,aIT LINAGE w PDtsaNAL rum. NOTE IT IS THE RESPONWLITY OF THE BUIL"G DESIGNER GH ARCHITECT TO PROVIDE AN APPROPRIATE CCNNECTICN FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOTW ON TRUSS ENaN'EFRING. SPECIE CGHSIDERATIONS FOR MECHANICAL EDUPMENT AND/Ci PWNBING (AND THEIR CONNECDGNS) IN TRUSS SPACE MUST BE DIA(NAYMED BY BNIDER ON APPROVED TRUSSLAYOUT PRIORI TO FABRICATTON. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE UNITED TO THOSE DESCRIBED N WICA 1-1995'DESIGN RESPONSIBILITIES°. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/Ct LIABILITY FOR THE CONSTRUCTION DESIGN, dUWINGS, DOCUMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. APPROVAL SIGNATURE YOUR SIGNATURE WILL ACWOBIFDG.E-. f) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VEIFIC ATIC N OF ALL CMEN9oNS AND CONDITIONS, INCLUDING WALL HEIGI . ROOF PITCH, HEEL HEIGHT. OVERHANGS.CEILINGS. ETC_ 3) TRUSSES WILL BE MADE IN SI ICT ACCORDANCE WITH THIS TRUSS LAYOUT. 4) I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PACE AND AGREE TO ff BOUND BY THEN. SIGNED TITLE DATE REQUESTED TRUSS SHIPr@IT DATE ( ACNHAL TRUSS SHIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE ) E V I S I D C N S RANEY COMPONENTS, LLC 1 n Blv 19990 Independece Blvd. GROVELAND 3o RANEY OFFICE:: 352-429-9429 ® CO POINEN FAX: 352-429-7429 E-MAIL' TrussP1ant0raneycomponents.com Horton Ire ekside Lot 27 RERmNrE 2605-4EHB Hayden "H" OL M14-0Mla IRA 7 aYt gUWING MWWtEl4 04-18- 01s