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Plans (154) G.E. _ \ ----- =„; D.A. HORTON PLAN B720 "A" GARAGE RIGHT 35-00-00 SPAN ___ = I ... 1 • , ____ —I— =---f----- , U ,7 .•:‹ A } 2, 000# DRAG TR ;S---- 2,000# DRAG TRUSS , 7/12 PITCH = - _ 25# LOAD __ 1-0 0.H. - ------ ri\ti ,14 / Th ARIEL TRUSS _ , . 574-7333 I cp1 L-1 , tz,...„i = =11. ' CD CD -,------,- 1 ' DRAWN BY: KEVIN LENDE 1 h----1- _ GEr=" 13-07-00 SPAN ADD S 4111 = 1 '5-09-00 SPAN Copyright (c) CompuTrus Inc. •, 1111-10fl Ill 111 This design prepared from computer input by GREG ARIEL. TRUSS . LUMBER SPECIFICATIONS TRUSS SPAN 35'- 0.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Cq-1.00 TO: 2x4 DF 415BTR LOAD DURATION INCREASE - 1.15 1- 2-f 11; 57 2-10.(-4) 2036 3-10-1-2511 107 PO: 2x; DF 411817. SPACED 24.0" 0.0. 2- 3-1-25031 80 10-11-1 01 1725 10- 4-( 0) 472 WEBS: 2x1 00 STAND 3- 4-(-22911 99 11-17-1 01 1126 1-11-(-734) 95 LOADING 4- 5-(-16041 125 12- 9-1-41 2035 11- 5-t -54i 1.157 TO LATERAL SUPPORT -- 120C. CON. LL( 25.0101( 7.0) ON TOP CHORD - 32.0 ?SF 5- 6-1-16041 126 11- 5 -734) 95 PC LATERAL SUPPORT ,- 120C. PON. Pl. CO BOTTOM CHORD - 10.0 0SF 6- 7-1-22911 93 5-12-: 04 472 TOTAL LOAD - 82.0 PSF 7- 0-1-25031 90 12- 7-1-2511 107 OVERHANGS: 12.0' 12.0" 9- Snow: ASCE 7-10, 25 POE Roof Snow(0s, Cs-I, Ce-1, Ct-1.1, I-1 BEARING MAX VERT MAX BORZ PPG RECUIPEE PPG AREA 0077011 CHORD CHECKED FOP A 20 000 LIMITED STORAGE LOCATIONS REACTIONS REACTIONS SIZE 0,3.I11. (SFECIES) LIVE LOAD AT L2CATIONIS1 SPECIFIED BY 160 2012. 0'- 0.0" -51/ 16261 -I-3/ 173H 5.50" 2.50 Dr I 6251 THE. BOTTOM CHORD DEAD LOOP IS A MINIMUM OF 10 PSF. 35'- 0.0" -51/ 15757 0/ 01) 5,50" 2.60 DF ( 5251 VERTICAL DEFLECTION LIMITS: Ll-L/240, TL-L/190 MAX LL PEEL - -0.002" 9 -1'- 0.0" Allowed MAX TL CREEP CEFL - -0.003" 2 -1'- 0.0" Allowed - 0.133" MAX LL LEFL - -0.102" 0 11'- 9.1" Allowed MAX 'IL CREEP DEFL -, -0.236" 9 17'- 5.0" Allowed - 2.272" MAX LL 000). - -0.002" P 36'- 0.0" Allowed - 0.100" MAX TL CREEP TEFL ,., -0,003" 1 35'- 0.0' Allowed ,. 0.133" MAX HoPIZ. LL DEFT e 0.045" 9' 34'- 5.5" MAX PORTZ. TL 0001 0.075" 9 30'- 5.5" 17-06 1"-06 - -f Wind: 1711 rph, h-21.3ft, TCDL-1.2,PCOL-6.0, ASCE -10, 10-07-15 6-10-01 6-10-01 10-07-15 (All Heiqhts), Enclosed, Cat.?, Exp.R, MXFPSfEirl, 1 - -1 . r 1 load duratien factor-1.6, 6-01-15 5-08-0] 5-08-01 5-08-01 5-08-01 6-01-15 Truss designed for wind loads f- T -, -1 in th-: plane of th,: truss only. 12 12 1.1)017" M-1mE "S-1 7.00 4.0" 5 4, i M 3.1 si -2x6(S) V-3M6(S) 14-2.5D:4 '1-2.5x4 4 X-I.5%4 ///:;' ''s .,, M-1.51.:4 z/ ---)(----' , , / ,..„..,..‹,• . -:-„,:,....,...N.....,, , rq rA .--- I ,, :II" If 12 t ,--, -3x8 11-2.5x4 la r . .5" M-2.5x4 M-3x6 c, ii-5::B IS) 1 1. 5-11-15 9-06-01 8-06-01 9-11-15 1-00 35-00 1-00 9,0) PR°Fe-e, J00 NAME: PR HOPT0N PLAN 0720-A BETHANY - Al Scale: 0.1654 hoS -3 ,A,IGIN48,,, Wo* I) "/Z/70/frY _ WARNINGS: GENERAL NOTES.unless otheerMe noted I,Bund tler aerection conked*,suld be advised of an General Notes I This desian is based only upon the peramelers Omen,,J,,ler en indriduat Ct. ! -57 92IIPE Truss: Al end Wamirge before consbuctOn corninences, building componeet Appecatiely of fle05o pmemeters and proper 2.2,4 compression well teacirg rust be installed where "4 coshown• Imaxporation of component le Ilse fesponsir of the building designer. AII4,1 , pr -4 3 mottinoig unriconnv„icing to inooni otocay„ring tnfroction 2.Design asmares the top ard bottom chords o be latemey braced at DES. BY: LJ Is the moon:utility of the emote.%Addrlional immanent brad rg of r o.C.and M ID ob.respectively unless braced throughoul thWr length by continuous sheelhing such as plywood she:Ohio:ATE)andior drywelt BC) ,.....4144!• DATE: 12/30/2014 the mewl strodure is lbs responsibety of the buildirg designer_ 3_2s Impact bridging of Weal bracing required where shown•i 4 No load.bel be applied lo any component un44 alter ea brecirss alai 4 Irisleiheion oftruse is the orspoombirity oil?,.umspadrve cantreclot -7, A_OREGON Co SEQ. : 6150113 f„,,,..,„„,.,„,mr.ramoi.pi el no cue shout,"my km.cimM,OW, 5 Design assumes Irina.*are So be Mad In,norsonnosna envaoranern11'n A% ard me for"dry condition'of use, <0 ;!' 14, TRANS ID: 414888 design loads b•appiled to any component 5 Canynanal MS no control over and assumes no raturnIa/atf kr the 6 1136106 be"4 61'433c""6**n"5646'6'496 4 0.. fabrkzallon.herding,shipment end Inslelletion of cooponfinhi 7,rnsi;raaaumns adequila drainage is rankled 'PTRRILV- 0 his design kit flankhed subiect to the linskrions sat lolls by S Males Mel be located en bath feces e busk end placed eo Mau center 1 1 HI 11 III 11 ri.1 TPIAYTCA in SCSI,copies of Wild.Wil be furnished upon request Ines coincide with OW center emit 0,Digits indicate size of plate in Odom Mack USA.Iscr.cmpuTrus Software 7.6.6111.)-E 'Cc For basic connectot piste desOn reams see ESIIt 1311,ESA-108S(1.11Thil EXPIRES:12/31/2015 IIE111111 This design prepared from computer input by 1I I II GREG ARIEL TRUSS LINBRP: nI,EctFICA-IQNS TRUSII SPAN '5'- t) 0" ii4nd: 120 rph. h-2Y ift, TCP =4.2.? P ti.0, r --10, IC: l DF 014137R LOAD DURATION INCREASE = 1.11. (A11 Heiahts), Enclosed, Cat,?, E:ap.B, MWFBStDirl, BC: 2x1 OF 0145TR SPACEC 24.0" O.C. lead duration factor-1.6, Truss designed far wind loads IC LATERAL SUPPORT 12"OC LOT. LOADING in the plane of the truss only. RC. LATERAL SUPPORT - 17"01. CCN. LL( 25.0j•DL( 7.01 ON: TOP CHORD -- 32.0 FSE" DL ON POTTOM CHORD - 10.0 PSF Gable end truss on continuous bearing wall ti,:: Unbalanced live loads have been TOTAL h'AD t 42.0 ?SF i 1x2 or dual typical at std verticals. considered far this design. Refer to CorpuTrus gable, end detail for Snow: ASCE 7-10, 25 PS? Roof SnoviPsl curplot. specifications. Cs-I, Ce=1, Ctxi.l, 1=1 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL. REIIUIREIIENTS OF IBC 2012 AND !RC 201? NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSF LIVE WAD. TOP AND BOTTOM CHORD LIVE LOADS ACT NON-CONCUR?FUTLY. 17-06 17-06 10-07-15 6-10-01 6-10-01 10-07-15 12 l l',.-47.4 12 7,00 J3 *SI"t.00 yl . -3:,6(Si M-3x6(SI f • 11 H s • it i1 ' j i j 3 I 11 ' y__ 1 L L.__ . .... -.. _-. . SSSS.. a ...,i; SSSS. SSSS »y.......» SSSS• r]1 t, "' ........... SSSS. ._... SSS S.« . _... _ 1 4 .. (. (-2.5::6(SI :?-2.5::4 _�._...._...... . y _ ...-..__.._.__.______ __._____- ._._.__ _____,__. __.__-___ _._______. _..____-_SSSS_-_�. 17-06 -06 1-00 Ed PRp �� FF1S JOB *NAME Fa HORTO N PLAN 07.20-A BETH ea ..: Y - A2 Sl0.2411 \-� G I N cat9/0 ems_ c� ��/Z/70l y WARNINGS: GENERAL NOTES.unless othece se noted: �' 926/PE i I.Builder and erection romeador stinted be advised of 111 General Notes 1.This design is tined only upon Oro Hamden shown and is br an individual budding component Aplaeabby of design Mandan and paper I Truss: A2 and Warnings before ooroing n commences incorporaton of ewroone*is the responsibility ohne dialog designs. Ale - 2.2x4 compression wap bracing mud be entailed vdhae aMhwh+.. 2 Design asaunen the lop and bottom deeds to be taterMy braced at v �- I 3.Addams!temporary bracing In insure stability during construction 7 o c and*iC o a respectively unless braced throughout Hes krq�by ' �•�s• . DES. BY: W b the resporhsaifliy of the erecter.Additional pemhaert brotli4g of continuous sheathing such as plywood sheathing(TC)amber mywaaNn 8c1.. DATE: 12/30/2014 the overall structure is the tespereeetyofthebrddsg designer 3.2aImpart bridging or Wesel beans reaneedwhere shown•• * �REG�N �� 4. No load stoad be applied to any component unpt after all bracing and 4.troleOabOn*truss Is the tesponsioaty*the respective oortrador. 9G 1b 4 SEQ. : 615 0114 tastginen all complete and a no lime should any beds roarer gm 5 Design assumes misses are to be used In a romamnosrve environment. design Gads be sppOad b any component and all br'dry oonditian'o!use. <0 y. 14. ,Lo A._ TRANS I D: 419888 s.campnirnn nes m control over and assumes no responsibility br the o �ig'sssnanea ha bearing at all supports shown.stain or wedge it Hep R �P fabrication,sanding.sediment and Installation of components. 7.Design assumes adenuale drainage is pmvNed rl n I t•• 111nt 0.this design is finished subject to the inNloons set forth by S.Plates shall be located on both faces otbusa.and placed so Oen center I IIIEIfil� z ILII(j�I��III TpWlft:AD,8631.copies of wtb oil furnished upon request Digit indica.with jointcenterin anis. (I'I IBR'1{1 N 0 Digits indicate ate of plea h Indies. t MiTekUSA.Inc/COmpuTtUS�ware7.6.6(1L}-E 10 For basic connector*ate design values see ESR-13t1,ESR-1ge6(Wee) EXPIRES:12/31/2015 . 111111111 This design prepared from computer input by GREG ARIEL TRUSS LITER SPEC.IFICATIMS MUSS SOON 35'- 0.0" IBC 2012 MAX WEER MIRCES 41.,/G7,SICq=1.e0 TC: 2x4 OF 014ETR LOAD IURATION INCREASE - 115 1- ( 01 57 2-10-(-e47) 2945 33651 171 19- 7=(-3731 171 EC: 2x4 DF $16EIR SPACED 24.0" D.C. 2- 3=1-26E91 27 10-11.1-7531 2443 10- 4=1-1091 600 WEBS: 2E4 DF STAND 3- 4=(-2554) 91 11-14=1-958) 1947 4-11=(-696) 177 LOADING 1- 5.(-21371 121 12-13=) -90) 0 11-12=f -92) 1009 TC LATERAL suppaar c. 12"0C. CM 11.1 25.01•DL( 7.0) CN TO?CHORD= 32.0 PS F 5- 5=(-2139) 121 14-16=(-524) 20E3 12- 5=f -641 1074 EC LA7E5AL SUPPDRT‹. 12"0C. CON. DL CO EORTOR CHDRD. 10.0 PSF 6- 7=1-2554) 91 13-15=1-221) 0 14-13=1 01 51 TOTAL WAD= 42.0 PSF 7- 9=(-26691 27 15-17=) -90) 0 I6-15=f 0) 51 7.7RHANGS: 12.0" 12.0" 6- 9.1 91 57 16-19=1-6581 1949 5-17=1 -641 1074 Snow: ASCE 7-10, 25 PSF Pcof 2nraf2s) 19-19=f-753) .:443 17-IE.( -92) 1009 Unbalanced live loads have teen Cs=1, Ce=1, Ct.1.1, I=1 19- 9.1-94") 2945 IP- 6.(-6951 1'7 considered for this design. 6-19=f-1091 616 ADM: PC ca::: 11.401= 62.5 LES 2 1 - 6.0" Connector plate prefix designators: BEARING MAX'.ERT MAX 9)022 ERG REQUIRED ERG C,CN,C19,CN15 (or no prefix.) =Corp:IT:us, Inc BOT7111 CHCRD CHECKED FC A 20, S1HITED STORAGE LOCATICES PEACTIONS REACTIONS SIZE SQ.IN. (SPECIES) H,f2OS,BUBHS,1116 .MITek lli series LIVE LoAD AT LOCATION(S) SPECIFIED BY ITZ 2012. 0'- 0.0" -42/ 1705V -2000/ 2900H 5.50" 2.73 DF ( 6251 TIlE 00709 CHORD DEAD ic,,,r)IS A!!INIIG2f CF 10 PSF. 35'- 0.0" -42/ 1705V -2000/ 20009 5.50" 2.73 DF f 6251 JT 2, 5: Heel to plate corner . 1.25" VERTICAL DEFLECTICI: 12fITS: LL=L/240, 71.11180 MAX LL DEFL = -0.002" 0 -1'- 0.0" Alloued = 0.100" MAX 71 CREEP CEFL= -0.093" 0 -1'- 0.0" Allol..ed . 0.133" 15%.7. LL TEFL.-0.163" 0 lir- 3.5" Allowed = 1.704" FAX 71 CREEP DEFL . -0.443" 0 19'- 3.5" Adlowed 17-06 17-06 MAX LL DEFL .-0.002" 0 30'- 0.0" Allemed . 0.100" / MAX TL CREEP DEFL . -0.003" 0 36'- 0.0" Allowed = 0.133" 10-07-15 6-10-01 6-10-01 10-07-15 . f --.0, -f MX HORIZ. LL LEFL = -0.096" Q 0'- 5.5" f 6-01-15 5-08-01- 5-08-01 5-08-01 5-08-01 6-01-15 IL!,:i 90012. 71DEFL = -0.097" 0 0'- 5.5" f .0- , f -1-al-5"-- 12 5 fr-.1 M-7x8 12 [OW0,-2:.,2000.00.1,LS' .....SEI5NIC.LOAD.11, 7 .M-3x6(S) -'.f'---1 .---- ,"•,.--... '-.--1-. - no M-3x6(S) --- Wind: 120 rnh, h=21.3ft, TCD1=4.2,PCD1=6.0, ASCE 7-10, ,. an Heights), Enclosed, Cat.2, ExP.5, reTRZipir), '/ -4 ,,,, ..- N., load duration factor=1.6, M X ' §.11-4x6 Truss designed for wind leads , in the plane of the truss enly. ,,•'' .,...„,,,,...„,./7,..-- hI.-1.5):4 1 5x4 .4,, / ---f• ----,1 \\ M- . \ '''''''''-'-'-''':'''''.'s--,'''''' CD CD I „...;::"'" -zr,,,t- 1,--..0-1 c) CI 10 11 1 14 lo ••• ,1P . -15 . nm-3x8 I4-2.5x4 M-4x6 -4 ..:0-z.7X1 M-2.5x4 M-3x8 1 cp c) M-2.5x4 14-2.5x6 M-4x6 M-2.5x6 M .9(S) M-2.5x6 M-2.5x6 i,t2.500 --i 6-09-13 6-03-15 3-06-12-03-06-12 6-03-15 6-09-13 .1- --1- .1, 17-06 3-09-08 13-08-08 .4 1-0013-08-08 3-09-08 17-06 1-00 1- 4- 13-08-08 7-07 13-08-08 I. 1- 1 ' 1-00 35-00 1-00 ...c.0 PROFe JOE NAME: DR HORTON ?LAN B72 0-A BETHANY - A3 Sole: 0.1249 (. . T('/Z/76/[11Y .....- WARNMOS: GENERAL NOTES,unless otherwise noted, Ct 92SOPE r- 1 Bidder arel eredion connector shoukl be advhed of en Gemmed Notes 1,The design Is breed only upon the parameter*shown and e for an individual Truss: A3 and Warnings before construdion commences. 7013.2 comedian!,Ar alb of design parameters ars proper 2.2e4 cornpressdn web bracin3 mint be Indeed where shown.. indmporertion of component Is the nisponsbNy of the bidding designer. Ale ' 2.Design assumes Ifie lop and bottom dords lo be Weraffy braced Of 3 Additional temponsy bradng la Insure rdiddlly during construdion 46111111°. DES BY: LJ is the responsibility Glee erector.Additional permanent bracing of 7 o c.ard al 11Cr o c.respectiveN unless Wooed throughout died leriglh by cod Puous sheathing Pich as Pirniood theiitlirnigere)8.1M4 drYWINBC) ,''..11, DATE: 12/30/2014 Phe Ove184 01.1dUre Is the responsibilly of the Wading designer. 3 2i Inroad bridging el Wend bracing required where dawn•• CC 4 No load should be applied to am/corrponeol NW afler all liming sod 4,Installation of huss is the responsibrilfy of the rimPeclim connecter. 17, A_OREGON t. Co SEQ. : 6150115 1.0i,,me mmode end it ii,pie iii,id wry bid.trim.pie, 5 Design assumes trusses are lo be used In a non-corrosive emionmerl. 1.- -,-, 1k and are for'dry condition'of use <0 4), 2,3 # 14, TRANS ID: 4.1.4 8 8 8 design loads be applied lo any COITCOMM. , .,,,,,,,,,,00,,,,,,,,,,,,II,. 0.Design assumes fue beanng al al supports shown Shan er wedge If 1 On fabrication handling,shipned and Inslaildion of componwts, 7.Design ressurnm adequate MainiNe'S Pr"Thd 41EMR10, 0 The design Is lumished subeict lo the lirritations NA Ibrth by IS Plates doe be bdifed on both faces in truss,and Mooed so their center 111101 I II 111111111 1111E1111H IHI TPIAPITCA in 13C51,copes of ehich win be furnished upon dimmest MiTek USA.InciCompuTrus Software 7.5.6( 1)-E Wes coincide eh loir4 center Nies 0 Nes Irdicale eine ol rigeo in inches 10 For balk connector dale design values see ESR-1311,ES14.1088(MITA) EXPIRES:12/31/2015 J.... 11-111111 This design prepared from computer input by GREG ARIEL TRUSS LLISILR SFECIFICAT1735 TRUSS SPAN 35'- 0.0" IEC 2012 :26??,..2a FACES 4 /GIF/C1.00 TO: 2:1 LF elCBT0 EGAD 1120ATICV 11M7913SE= 1.15 Iron-Rrp' 1- 2=) 01 SE 4-11=1-1070) 5562 3-11=4-6661 176 EC: 2::-1 LI'illSBTR SPAM 24.0"O.O. 2- 3.1-69621 1342 11-12=1 -9941 4739 11-4=3 -1961, 1204 CF STM; ,- 4=-92301 1270 12-13=1 -0021 429E 4-12=(-17701 4E0 21 C. SS A IARDING --1- 5=-42991 924 13-14.) -7161 4E-04 12-5.( -6561 329E ALOL: TC 1INIF LL( 50.01+DLI 14.01= 64.0 RIF 0.- 0.0" TO 35'- 0.0"V 5- 6=-42421 934 14-9=1 -7061 4E06 12- E=(-17001 250 TO LATERAL TORPOR'...:= 12"OC. LIG. ?,CVL: TO 5'NIF LI( 112.51.1:11 31.51. 144.0 RIF 7'- 0.0" TO 21'- 4.3" L 6- 7.,1-5170) 1003 6-1.?=( -1091 1439 EC LATERAL.5',3PP3,(7 '= 12.02. UCC. AD:L: BC 17.1I7 LL-'DL= 45.0 FIE 0.- 0.0" TO II.- ?.3"V 7 E.(-542E1 924 13 =1 -3721 40 ASCI: PC UNIF LL‘DL-- 20.0 RIF 21'- 4.3" TO 35'- 0.0"V 9- 9.(-55701 910 '-1-9=1 0 '34 (T/EPI-7.',M: 12.0" 12.0" 9-1 ) 0) 56 14-5 ,, -701 -131 ADDL: r,Car IL) 266."1401( 181.31= 449.0 IBS 0 7'- 0.0" 11-1.5x4 cr equal et non-structural 7-11101: EC Car LII 665.51*01.I 452.51= 1119.0 MS 0 21'- 4.3" vertical r,.....ters )uu0. EaRilz ITAX 1.174T 9006 ECO2 ER.; REWIRED ERG E01711 CHORD Cn0LIZI1 Fr A 20 PSF LED:TED STG.AGE. 1,0L(113 R.RJETIONS PEATTIC113 SIDE SQ.M. [SPECIES) Connector plate prefix designators: LIVE ICr-.0 AT LCCATIOU(S) SPECIFIED BY IBC 2012. 0'- 0.0" -904/ 3997V -173/ 17391 5.50" 6.39 OE I 6251 C,C31,C19,0:19 (or no prefL,e) =CcrpuTrus, In: TIC., P077111 CSD LEAD UTZ IS A MINM.7.OF 10 ISE. 2,5'- 0.0" -525/ 3349V 0/ LH 5.50" 5.36 OF 1 6251 II,1Q0ILS,M199.3,1116=!lire%111 series ( 2 ) comlete trusses required. , Join tooether 2 ply with .131 CIA T..7; nails sfasgered at: 9"oc in'i cowls) throughout 2x4 toe chords, 1-- 9"oc in 1 rowls} throughout 2114 beitcrt ch:rds, X r oc in 1 rowls1 throughout a4 wets, x-- vEnrckt,LEFLECTICti LOOTS: LLL/240, 71,---L/180 IX LL OEFL=-0.001" 0 -1.- 0.0" Allcnrd 1170:TL u•Eip CEFL=-0.001" 0 -1'- 0.9" Allowed= 0.133" l'AX LL LEFL.-0.144" 0 17'- 6.0" Allowed= 1.704" ;Ali m CREEP LEFL= 0- .337" 9 IV- 6.0" Allcded k.I.,.._ 4" oc in 2 cowls} throughout 2,:-.1 +oets. 1,A6 LL EFL-=-0.001" e 36'- 0.0" Allo-/ed= 0.100" VAN TI a9=?(EFL=-0.001" 3 36'- 0.0" Allowed = 0.133" ••11ANGER RI' OTHERS 70 APPLY My,HORIZ. IL LEFL= 0.0E5" 3 34'- 6.5" o.10.1C. L0ADI:71 EQUAT,LY 70 /4.). FIF.H.PERf:. KA:.".Mini. TL DEFL= 0.105" 9 34'- 6.5" 17-06 13-06 Hind: 120 rph, 3:=21.3ft, 17CL=4.2,3:LL.6.0, ARE 0-10, /... --f- -,, IAl: t(eightsl, Enclosed, Cat.2, E:o.B, ..S.:FRSIL:r1, 10-07-15 6-10-01 6-10-01 10-07-15 lead duration f actor.].6, 1 6-01-15 5-08-01 -1 5-08-01 3-06-08 4-10-11 4-03-06 4-09-04 Truss designed for w.r.d loads in the plane of the truss only. r' I. I 4480 _. fi- 1 1- ' - • II-2.5x4 or ecrial at non-stractural diagonal inlets. 12 V 1 2 M-4x6 4.0" 5 Ai M-3x6(S) 3. , 11-3x10 M-3x6(S) M-2.5x4 I 14-36• ---"-- . M- x 1.5x4 :----- 4-- ''''''•-•,,...,,_- ...)71"- .../ .' - M-1.5x4 . \ • , , --", \ ..• 14-3x1(:). H1-3:e1.0 ,,,---;-- ' 3,9 I'.-3:e 1 0+ / -',,- . ,.., -., 11-1:e10. \. , :=in 11 1„:3 .,,, 13 14 " 11' c, 7 ' '.1 4-5x6 M-2.5x4 ll.L.7 14-3x10 14-2.5x4 M-3x8 1 c3 M-5x8(S) I 11184 17 1/ ..-, 8-11-01 8-06-15 4-02 6-05-01 6-10-15 1-00 35-00 1-00 0 PROF6 JOE NAME: 20 909 0001 ?LAO 97 2 0-A BETHANY - A43:ale: 0.1 ,..,;"-59 .....0 ,„...‘..„‘GI ttC/ x-izlioirry * WARNINGS: GENERAL NOTES.unrest othennse noted Cr 7,92SOPE , paw.,end erection contractor should be clAsed of MI General Notes I This design is based only upon the parameters shown And Is lor on individual Truss: A4 and Warnings before construction commences. budding component Appacabrity of design parameters end proper 2.201 compression cob bracing must be Iredalled when,shown.. Incorporahan of component Is Me responsibility of the building decline( 4100011111"pe - . encrust the lop end bottom to be chords latently loosed al DES. BY: LJ 3 Additional temporary bracing to hove stablity during construction To cod of i 0 oocc c. cr c. pboly c,lob oc occdcu tooctc thor ie me resconsitcsity of 0.eredor.Addrtional permanent breong of le,tm by continuous inenthmig such ors plywood shroMbirITC)and)°,drym0110C1i ,../rial/P,- clredIPP- 2Design ' ' -Ill CC DATE: 12/30/2014 the moral etructure or the respanstaly of Me budding designer. 1 2o Impact bridglrig. or bterel noting required cher*ehmorn•• 41 lie bad ebeAd be*pant to any component unbl ager aft bowing end I Installation of truss Is the responsitmly of the reePocthe contr.:tor. 7 OREGON co S EQ. : 6150116 fasteners are complete and al no Wm should any bads greater than 5 1:77.10n asi.irmmi Pima.ore lobe mei lie r•r"COM:4M,fOlW-0...nt. I. 4, , \ A TRANS ID: 419888 design loads be aPpl mil lio anT conewwl and are for'dry condition"of use 5 Cc True hes no cantiol Ora.ard assurers no responsWily 101'7 he 6-Design 6S'.66..61 66'1"36t 60'64V.66 5 666'6 SI"".....(.62'dr , "it- 0 0 • 14. 2 'r ne.......y 4/ fabrication,handiing.shbroont end 4.000.0,0,,of components 7.Du esign assmes adequate&Menge 0 provide8'd RPM...\- 0 TIM,design h hanished sidled to lho leMtsbons set forth by S Plates ehell be located on both faces Minns.end placed so fiord,center 11111111/11111111 IM 1111111111 1111111 TPLWTCA in SCSI.coplec ol which will to furnished upon request lines coincide w01001 center Ones 0 Olt,In4.1116 WM of plate in lotion We%USA,Inc/C,ornpuTrus Software 7.6,6(1L).E 10 For boots canner:Am plate design values IWO 595-7317,ESP-I PBS(40ank) EXPIRES:12/31/2015 i 11NIII1 This design prepared from computer input by (t GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 13'- 0" IBC 2012 MAX MEMBER FORCES 4W-/G r t.n n D. C�= �0 TC: 2x4 OF @1sBTR LOAD DURATION INCREASE = 1.15 1-2=:-648) 0 1-5=10) 461 5-2= 3.il 320 BC: 2%4 OF bISBTR SPACED 24.0" O.C. 2-3=(-654) 0 5-3=r0) 461 . NEBS: 2%4 OF STAND 3-4.° 01 57 LOADING TC LATERAL SUPPORT K. 12"OC. UON. LL( 25.0)+DLt -.0i ON TOP CHORD = 32.1 ?SF BC LATERAL SUPPORT <= 12"0C. UON. DL ON BOTTOM CHORD = 10.0 ?SF BEARING MAX VERT MAX HORC ERG REQUIRED ERG AREA TOTAL LOAD - 32.0 PS. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. 1SPc� ca) OVERHANGS: 0.0" 12.0" 0'- 0.0" -6/ 559V -66/ 62)) .50" 0.69 OF t 625) Snow: ASCE --10, 25 ?SF Roof SnowtPs! 13'- ,0" -37! "041 0/ 0H 5.50" 1.13 OF t 625) Connector plate prefix designators: Cs=1, Ce=1, C -I._, I=1 CN,C18 C.la °or no prefix} = ConpuTrus. :no VERTICAL DEFLECTION LIMITS: L..-L/240, TL-L/180 :f.+.20HS,M16HS,+.16 - MiTek MT series e.•-r DOES DUE LI..i...D STORAGE 0".. :10T APPLY �J.. TO THE SPATIAL I:nk ,L CREEP DEF:. - -0.06i ? fi'- 9.5" Allowed - .861" REQUIREMENTS OF IBC 2012 AND FRC 2012 NOT BEING MET. MAX LL DEFL = -0.002" 2 14'- 7.3" Allowed = 0.100" MAX IL CREEP DEFL - -0.003" 2 14'- 7.0" Allowed = 0.133" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. TOP NA'!. IC PANEL LL TEFL = 0.054" 1 10'- 5.4" Allowed = 0.4=5" AND BOTTCM CHORD LIVE LOADS ACT NON-CONCURRENTLY. NA:: HORIZ. LL DEFL = 0.004 2 13'- 1.5" MAX BORIS. TL DEFL - 0.008" 2 13'- 1.5" 6-09-08 6-09-06 Wind: 120 mph, h=l6.2ft, 'CDL=4.2,BCDL=6.0, ASCE -10, (All Heights), Enclosed. Cat.2, Exp.B, MNFES(Dir), 12 '-•' load duration factor-1.6. 7.,,0L.7. liM-4x4 ` '1,67;1 Truss designed for wind loads - 4.0" in the plane of the truss only. . . ` r ( _-__. ,.___.v_��_._ . ._ rla-___tete. _-_._ .._ �_..� ._�._ ' - ____._ ILLI _....-.__ _tete - .-.�.-�___-__ ,- , M-2.5x4 M-1.5x4 M-2.5x41 .i,,, �'� 4 -+ 6-09-08 6-09-08 T-_v_.__._y 13-07 1-00 OFF JOB NAM DR HORTO PLAN 5720-A BETHANY - B1 Scale: 0.4244 ��e����NGIN ()Fel, WARNINGS: GENERAL NOTES.unless*Menai*nosed CC L(Builder and erection contractor,hall be advised of ell General Notes I Thdeebased y upon e''aerometers own and is for an individual 'g2 P E Truss: 81 and Warnings before construction commences. building compone6t.APP��y of deeienresportsipo�aryaormites and lancet ' 1 2.264°impression web bracing must be Instated WWI shown•.. 2, assuincoroonstron mes component is bye th building gxdof designee / 3 Addtional temporary bracing to Insure stabtey during ooreLuabn 7 et,areal 1 r e e ssspecti sty uness braced throughout Res by �� DES. BY: LJ 4 is to responsibility of the snider.Additional parent braang of / cr rnnIne,oussfnett)vorsutd+lbplyw .e,jtmd ng(tC)ardorMyr IndgBG) DATE: 12/30/2014 the owsrae etnnbea a the toany ibaty of Me boating designer 3 20 Impact bridging or Its, branny required where shown•• • OREGON /o 4.No bed should be applied to any component unta Ow all bradnq end 4,Installation of truss is the raspoxaMyof the respective contractor b' SEQ. : 615 0117 famenens ars compete and atria the shah any beds greater hem 5 Design assumes trusses are b be used n a noncorrosive emaonnert. �� .Z_1`- 2O1 ��. TRANS I d: 414888 end we lot-me condition"of use r 5-Compact's MS M control oovver and assumes no reePorooMAY far Ma d.Design lot*thy tin bearing al es suppods sewn Shim or wedge is O 1 Q. t P fatricabon,handling,shipment and i staaMion of components 7.Desadequate drainage a ed 'ERR IL'- { 8.This design is furnished subject to the Smashers set foe by 8.Plates shalt be located on both Noes of truss and paced so Mer center A in SCSI.mobs of which we be banished 1111111111111117111111111111111111 0 e of plate in inches. 64Tek USA.Inc/CompuTms Software 7 L�rpt o.Foo connectores indicate gatedesign vetoes see ESR.I31I,ESR.1988(ld6Tetj EXPIRES:12131/2015 1111111I This design prepared from computer input by GREG ARIEL TRUSS LunaER SPECIFICATIONS TRUSS SPA!: 13'- '.0" Wind: 120 mph, h.113.2ft, TCDL.4.2,BCDL=6,0, ASCE 7-10, TC: 2x4 EF OliBTR LOAD DURATION INCREASE = 1.15 (All Heights), Enclosed, Cat.2, E:ip.3, MGERS(DirI, EC: 2x4 OF 016BTR SPACED 24.0" D.C. load duration factor.I.E, Truss designed fo: wind loads TC LATERAL SUPPORT oe 120C. VON. LOADING in the plane of the truss only. BC LATERAL SUPPORT := 120C. UCH. LLI z5,0)4rLi 7.0) ON TOP CHORD . 32.0 PSF DL ON BOTTOM CHORD = 10.0 PSF Gable end truss on continuous bearing wall UON. Connector plate prefix designators: TOTAL LOAD . 42.0 PSF 11-1x2 or equal typical at stud verticals. C,CN,C18,CNIS [or no prefix) . ConpuTrus, Inc Refer to CompuTrus gable end detail for M,M2OHS,M1BHS,H16 = MiTek MT series Snow: ASCE 7-10, 25 PS? Roof Snowqsl IcompIete specifications. ,._ Cs=1, Ce=1, Ct=1.1, I=1 LIMITED STORAGE DOES NO2 APPLY DUE TO THE SPATIAL REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. BOTTOM CHORD CHECKED FOR lOPSF LIVE LOAD. TOP AND 80770:1 CHORD LIVE LOADS ACT NON-CONCURRENTLY. C-09-08 6-09-CS -1-- 17 12 7.70[7. 1 I M-4x4 ''.1 I ..„ ----„ --,..,.. .--......,,, ; no 2 i i n.1 _ cr, _i 1." I I... ,_ ,iii - -,-- _if, . 1—e/277:(//.4Z7_44=_ZZ7_72-472227 _ZZi....e.12ZZZZelf_Zz27ZzLZ(Zz_Z21ZZ../27E7=277=7.72777Z77,?.27/Z/Z2.7=7/7/7/27:77-7 1 5 c7i r7 M-2.5x4 M-2.5x4 ..i. 1 , ....___5 , ..4 1-00 13-07 1-00 PR°Fe JOB NAME: DR HORTON PLAN 8720-A BETHANY - 32 Scale: 0.4774 Z.•..,? ...A....\GINep,... „0 ( ' Y'ililoiT WARNINGS: GENERAL NOTES.untess otherwise Medi cc V920'PE 11 1.Butler and erection contrector shoutd be Mosel of ad General Notes I.The desen in based onty upon the pootnotora sheen end n for an indieduei r- Truss: B2 aril Wettings Wore construction commences Wiring component Applicability of design parameters mid proper 2.Sod compression web bracing must be Installed verse sheen ii. Incorporation of component Is the responsibility of the Wit:N delignet „Vale 7 2.Design assumes the lop est bottom deeds to be tateraay breed of 3.Addronal lemporery Pedro to insure slablily during construden .40.- DES. BY: LJ Is the responsibility°,the erector Additional permanent bracing of 2'o c.ord Re ffr o o respectively unless timed throughout thee th by owl/mom sheathlog such in plywood sheathing(TG)andbr dInttak713( CII „....04amo, , DATE: 12/3 0/2 014 1150 ovwot IOW."ii it*,resPcm.bar of 0.9 bollifro2 doriVo7. 3.2,Impact leldpre or lateral bracing required Miele sheen•• 'IP Cr 4.No bog should be NOW to any component unN after MI bracing and 4.lestattirton of Moe le the msponstaity of the respective contrector -37, ,_OREGON to S EQ. I 6150118 fastrears me complete and at ro lime shout any lords greeter than 5 DOSO 83..I.D.Inoses 4.3 k..,be livid b o roeoimoshie rstierommoL Z.-6'Pr T RAN S ID: 914888 design loath be Waled to any component and are br-dry cowl/ion'Ot IRO. 3.DomPuTnrs has no control over net assumes on respensibaly for the 6 D"ta'''''''...Full O°.+N3 of alt curports shown Gem or wedge If / 41- 4. n..K.,.....ry. 4/4 fabrication,hording,shipment red Insiallation of COropMentl. 7.Design assumes adequate drainage is prowled R RI 0-V' If IN,design Is arNehed subject Is the iltrAt011eng tel both by 13 Platers shall be located on both feces Mew&and p15501 00 Mei,cancer 1 11111 111101111111111111111111 7PIAY7CA In BC51„copes of Wild,wet be turn shei wen melee MiTek USA.Inc./CarouTrus Software 7.6.6(10-EFees coincide elh feel cede Met CI.Deb indicate size of pee in Inches_ lt3 Fel bloc omnedor Pee design values tee MI.13 I 1.E SR-1 IMO(MiTein) EXPIRES:12/31/2015 • This design prepared from computer input by III]11 11 GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 5'- 9.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/Co=1.00 TC: 2x4 DF 014BTR LOAD DURATION INCREASE = 1.15 1-2=f 01 57 2-6=(0) 140 6-3,(0) 115 EC: 2x4 DF ilSBTR SPACED 24.0" 0.C. 2-3=(-2201 0 6-4=01 140 , WEBS: 2x4 DF STAND 3-4.(-2201 0 LOADING 4-5,--( 01 57 TC LATERAL SUPPORT <= 12"0C. LW. LL( 25.01*D1.1 7.0) ON TOP CHORD = 32.0 ?SF BC LATERAL SUPPORT <-= 120C. UON. DL ON BOTTOM CHORD . 10.0 ?SF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX. HORZ ERG REQUIRED BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SIZE SQ.III. (SPECIES! Snow: ASCE 7-10, 25 ?SF Roof Snow(Ps1 0'- 0.0" -29/ 3561 -32/ 32H 5.50" 0.57 OF ( 625) Connector plate prefix desilnators: Cs=1, Ce=1, Ct=1.1, 1=1 5'- 9.0" -29/ 3551 0/ OH 5.50" 0.57 DF ( 625) C,CN,C19,CN16 for no prefix! = CompuTrus, Inc M,M2OHS,M19HS,M1E .. MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/180 REQUIREMENTS OF IOC 20:2 AND IRC 2012 NOT BEING MET. MAX LL NFL . -0.002" e -1'- 0.0" Allowed = 0.100" MAX 7L CREEP DEFL = -0.003" 5 -1'- 0.0" Allowed - 0.133" B0170:1 CHORD CHECKED FOR lOPSF LIVE LOAD. TOP MAX LL DEFL = -0.002" 5 E'- 9.0" Allowed m• 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAN 71. CREEP DEFL = -0.003" 5 6'- 9.0Allowed = 0.133" 2-10-09 2-10-09 MAX 7C PANEL LL DEFL . 0.010" 5 1'- 5.6" Allowed MAX TC PANEL TL DEFL = 0.009" 2 1'- 5.6" Allowed . 0.256" 12 12 7.00 2'. ''.<11.00 MAX HORIZ. LL DEFL = 0.000" 0 5'- 3.5" MAX RORIZ. TI. DEFL = 0.001" 0 5'- 3.5" Wind: 120 mph, h=17ft, TCDL=4.2,BCDL.6.0, ASCE 7-10, I m-4 x 4 (All Heights1, Enclosed, Cat.2, Exp.B, MwTOSID1:1, 4.0" load duration factor=l.6, Truss designed for wind loads in the plane of the truss only. .,' ,, -... „-- s -- "I ''' '-',„, 'N'•,..,.. ,-, 1 .-- 17 ... -,- „.„------ -...101 I '- 1 a I 17721 C I , -- . '.1 .. ! M-2.5x4 M-1.5x4 M-2.5x41 I .I. i s 2-10-08 2-10-09 1- 1 1 1-00 5-09 1-00 , 3 PR OFr JOB NAME: DR NORTON FLAN 0720-A BETHANY - Cl Scale: 0.6003 4.:<,0'',0 <ea ,IAGINeps_ 4, C..., 1 44 WARNINGS: GENERAL NOTES.°Hese otherease noted- I Cr ;92400PE r I Builder end eeectIon contractor iamb be advised of all General Notes I Thls design Is based only upon the parameters shown and is tor en infrekluel Truss: Cl end Warnings before oonstudion cornmencee, wading component Appicabely of design parameters 1501 1110(115 2 2,40.mpresielon web toed eg leuSt be Weaned yawn sheen• IncoNeretion of component N.the reeponsibaly of the hurtling designee . 3,Design assumes the lop end bonorn chords to be Ramey braced el 4400" 41/ DES. BY: LJ 3 Addebnel temparary brechvg to Inswe slabley duress condrunlion 2.0,A,And At 10 !000001100),Liu...h.:Ad t h..Atmir, h h., lithe response:NW of the erector.Addrtonal permanent fleecing of continuous shea44 such RS plywood sherafsirgaClaelka dryoraTEICi' -,°e_0 DATE: 12/30/2014 the overall structure le the responsibility of the building designee. 3 2o Impel bridging or Weed brining required where shown•• ri,?7 4,No bad should be applied to any component urea alter ell bracing and 4 Instal/Mon of Puss Is the respornkday 01 11'.respedIve 0.01,01101. -7, ,..OREGON .... , SEQ. : 6150119rwen,,,,,a,.a,.compum, mwe ro iin,thwid any hada glaalea gm, 5,Design aSaufnel IMMIn O are to be used a non-conoshe errieont./ 74 ° men -r ,t, 1 A and we for'dry wedelns'of use ) n TRANS ID: 414888 design bets be applied b any component. ,c.h.npum.„A„..,cern,.....Ani A.Ah.,..„ha n.wity,,,,,,,, 6 Design assumes full bevel;al al supports shown Shins or wedge 0 10 A. 14. ,- ,...v... Vls. labecabon.handling.stemma and instelteltin of component! 7,Design assumes adeq mate drainage Is reeve:led. 'vleR R i 0.The design is furnished misted tithe lentenons sell bath by C.Melee shell be baited on both feces of Inne,neirl placed SO leeir maw 111101 11111111111111111111111111101 TP4W7CA In BCSI.coplin of*tech wal be furnished upon request. MiTek USA.Inc.CompuTrus Software 7.6.6(11.1-E Dr.'s coinPel•wen OW oenler Ines O.Nes Mica%size of plate in inches. 10 Foe basic connector piele design values see ESR•13 I I„ESR4066(Wel) EXPIRES:12/31/2015 ., _ IIIIIIII III This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 5'- 9.0" IBC 2012 MAX MEMBER FORCES 48R/GDF/Co=1.00 7C 2x4 DF 0110..8 LOAD DURATION INCREASE = 1..15 1-2=1 01 57 2-6=(0) 140 6-3=10) 115 BC: 2x4 DF 014BTR SPACED 24.0" O.C. 2-3=(-2201 0 E-4=(01 140 WEBS: 27_4 DF STAND 3-4=1-2201 0 LOADING 4-5=( 0) 57 7C LATERAL SUPPORT <= 12"0C. UON. LL( 25.01'DL( 7.0) ON TOP CHORD = 32.0 ?SF BC LATERAL SUPPORT (= 122"0C. UQN. DL ON BOTTOM- CHORD = 10.0 ?SF TOTAL LOAD = 42.0 PSF BEARING MAX VERT MAX HORT BRG REQUIRED BRG AREA OVERHANGS: 12.0" 12.0" LOCATIONS REACTIONS REACTIONS SITE SQ.I (SPECIES) Snow: ASCE 7-10, 25 POE Roof Snow(Psl 0,- 0.0" -29/ 356V -32/ 32H 5.50" 0.57 DF ( 025) Connector plate prefix: designators: Cs=1, Ce=1, Ct=1.1, I=1 5'- 9.0" -29/ 3557 0/ 0P. 5,50" 0.57 DF ( 625) C,C6,C1B,CN15 (or no prefix) = CornouTrus, Inc M,1:'005,M1BHS,S41E = MiTek MT series LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL VERTICAL DEFLECTION LIMITS LL=1.1240, 7L=L/160 REQUIREMENTS OF TBC 2012 AND IRC 2012 NOT BEING 11x;. MAX LL DEFL 0.002" 0 -1' 0.0" Allowed 0.100" MAX TL CREEP DEFL = -0.003" 0 -1'- 0.0" Allowed = 0.133" BOTTOM CHORD CHECKED FOR IOPSF LIVE LOAD. 70? MAX LL DEFL - -0.002" 9 6'- 9.0" Allowed = 0.100" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX TL CREEP DEF1 = -0.003" 0 6'- 9.3" Allowed = 0.133" 2-10-09 2-10-09 MAX 7C PANEL, LL DEFL = 0.010" 0 1'- 6.6" Allowed - 0.172" r r MAX 7C PANEL TL DEFL 0.009" i 1'- 5.6" Allowed = 0.258" 12 12 7,00`© 7.00. MAX HORIZ. LL DEFL = 0..000" i1 5'- 3.5" MAX HORIZ. T1. DEFL = 0.001" a 5'- 7.5" 11M-4x4 Bind: 120 rph, h=l7ft, TCDL=4.2,BCDL=E.0, ASCE 7-10, (All Heights), Enclosed, Cat.2, E::p.S, HWFRS(Dir), 14.0" load duration factor=1.6, ,...,1%.,, Truss designed for wind loads I in the plane of the truss only. TM-2.5x4 M-1.5x4 M-2.5x4' 2-10-08 2-10-09 1-00 5-09 1-00 JOB NAME: DR HORTOII PLAIT B720-A BETHANY C2 Scale. 0.60031 ��\ N4I707l t�29 F WARNINGS: GENERAL NOTES.Wesentheminernfed . B•2iPE. I.Euhler end eeden comnrdor Mould be Wined et oil General Nolee I This design Is booed only upon Me pernmdrrs tern end Is lar an ooWdunl Truss: C 2 and W nrrwrgs before construction commences. budding oemponn0..Apt/imtill0y of desgn peremeters aril proper 2.2x4 conereasen web bracing nest be Indented where shorn. :loupe retie of componentIs ter responsibility of the betting designer 3.Mdtlonol lemporery hod to Insure Nattily during construction 7 Design nsssmes the lop end lottan dards to be testacy braced M 'i DES. BY: Eel n the resporaltixyof I. erector.Additional penneneqbredng of 7 o c and et Id o.e.respectivety unlesstraced neageut Met length M _.., contirrous sheath g eel ns plywood shnalhirg(TC)rider dryell(BC). DATE: 12/30/2014 the meet structure is the rasponatety of MMend ale buadirg designer 3.2s ped bregirg or Went bracing regu4ed wtree shown•• (r ( -57, OREGON 4-No bed aloud be emptied to any corrKrnent until after oil bradre end 4.Intenetiort oltnr.o a 1 w nesponsiWey of to respedhe contractor. ,_ tri C S E Q. : 6150120 fasteners ore complete and al anti time alouss any beds grantor then 5 Dentin resumes trusses ere lo he rood in a ronaonosive errvror once, - °7 ©\ TRANS I D• 419888 design lands be embed to any component. end":17 re br'dry coedit on'of use. d Y 14 Z -�- 5-ConptiTm bee no control over nrd assures no responsit:ey for IM ft.Design 17..drY"baamrj M ell euppada stern.Swim ar wedge if /: ` �Q' fnbrlcalion,herdFg,shipment end installation of comsronerta. 7.Design s assumes MequMe dtnenge a prvvded. `R R 1 L`- g.This design o furnished subject to the imlebons set forth by It,Metes shat be burled on both faces o1 buss,end placed so than center III`II VIII I I�IIiI 1111 IID III I ILII IIS l TPV4y7CA k,SCSI copies of which rill be furnished upon remind. Dios oidica a rah psi to In fines Si. Ill ILII II hies olnncide Ill cel cone fines MiTek USA.InciCornpuTrusSoftware7.6.6(1L)•E 10.For tsseeconnechx pita desgnvntuossee 85R•l311.E514408A Wank) EXPIRES:12/3112015 I 111111111 This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 5'- 9.0" IBC 2012 MAX MEMBER FORCES 4WR/GDF/C1=1.00 TC: 2x4 DF ml.LBTR LOAD DURATION INCREASE = 1.15 1-2=1-221! 0 1-5.101 144 5-2=101 115 . BC: 2x4 OF fl&BTR SPACED 24.0" O.C. 2-3.(-2251 0 5-3=101 144 WEBS: 2x4 OF STAND 3-4.( 01 57 LOADING TC LATERAL SUPPORT ,= 120C. VON. LLI 25.01+01,1 7.01 ON TOP CHORD . 32.0 PSF BC LATERAL SUPPORT <= 120C. VON. DL ON BOTTOM CHORD = 10.0 PSF BEARING MAX VERT MAX MORE ERG RECNIRED ERG AREA TOTAL LOAD . 42.0 PSI' LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES) OVERHANGS: 0.0" 12.0" 0'- 0.0" 0/ 2390 -29/ 25H 5.50 0.39 OF ( 625) Snow: ASCE '-10, 25 PSF Roof Snow(Ps) 5'- 9.0' -35/ 391V 0/ Cl) 5.50' 0.61 OF ( 625) Connector plate prefix designators: Cs=1, Ce=1, Ct=1.I, I.1 C,CN,C1B,CN16 (or no prefix) = CompuTrus, Inc VERTICAL DEFLECTION LIMITS: LL=L/240, TL=L/190 X,M2OHS,M131.15,1116 = HiTel: IT series LIMITED STORAGE DOES NOT APPLY DUE 70 THE SPATIAL MAX LL DEFL = -0.002" 0 6'- 9.0' Allowed = 0.100" REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. MAX TL CREEP DEFL = -0.003" 0 6'- 9.0' Allowed . 0.133" MAX TC PANEL LL DEFL = 0.010" 9 4'- 3.4' Allowed BOTTOM CHORD CHECHED FOR lOPSF LIVE LOAD. TOP MAX 7C PANEL 71 DEFL - 0.009" 3 4'- 3.4' Allowed = 1.25E" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. LL DEFL = 0.000" 9 5'- 3.5" 2-10-08 2-10-08 MAX HORIZ. TL DEFL . 0.001' 0 5'- 3.5" 12 12 Wind: 120 mph, h=17ft, TCDL=4.2,BCDL.6.0, ASCE 7-10, 1.00 All Heights), Enclosed, Cat.2, Exp.B, MHFRS(Dirl, load duration factor.1.6, Truss designed for wind loads in the plane of the truss only. IM-4x4 ,./ .----- •-'-' ...,,-- - --._, I - --- ...„ 1 M-2.5x4 N-1.5x4 M-2.5x4 ----„ ___..; ....: 2-10-09 2-10-08 1... _.. 5-09 1-00 t? fl PRO JOB NAME: DR HORTON PLAN 0720-A BETHANY - C3 Scale: 0.5631 ‹.jx.,‘G I Nqaoudia C) 444 -7 WARNINGS: GENERAL NOTES.mills olhorrAse rotorl• I./haler and erection contractor dosed be advised of all Gerrard Not I.The design Is bend only upon be pwarnelers sheen and is lor WI indriclual g 92UPE r T r us s: C3 and Wessling*Wore construction commences building component_ApplicablIly of design parameters and proper 1 2.Za4 compression web bracing mud be Installed where shown•. incorporable.of comported is the rennon.bAY of Mrs huMAII 6..5.1. 2.Design assumes the ton and bottom chorth le bri laterally Nepal al 5.4.4ersd wmainty bwirp to insure dabitily during constructee 411111. 14111111.. DES. BY: LJ A OA AnirmsibitRy of the weldor_Addtionar permanent bracing of 2'o e.and al 10'o c respectively unless braced throughout their"mon by continuous ehealhing isch as plywood sherithingfiCIrerVor dryweill8C} -0 q' DATE: 12/30/2014 the overall druchse is the respererbilty deo bob ing designer. 3.2.Impact bridging of Weal burning required Miler,down•• 4.No bed sand be wird lowly component until off or all teethe,'nrd 4.Inelallalion of truss Is the responsibAty of the respective contractor. 1 7 OREGON b. IQ SEQ. : 6150121 laden!.ars complete'Mat no time%herb any bads grader than 5 0.515.......A.1.1...am b be used 1.a FO.,-CI.M,..mh....... 1 le- iff TRANS ID: 919888 deer leads be appbed to wry component 5.CompuTrus ham ro control ever ard assunes no responebilty for Ms Poi ere br'dry condition'of use .(5.076.......5.111mAini2 A IA suPPerls shwas.Siern or media if /0 4fr 14. '2P MOCOVINV 'rell fatincation.hers:MIT ehipment and kedallalion Of components 7.Design assumes adequate drainage le reveled. difE'R RI LA- 6 This design is furnished!subject IS the lenRatbris sel 4.1h by 5 Males stet he Incellel as both laces o Inns and plwael so their cella mummillo 1 rill 11 MIMICS Is OM copies of sstekh WI be furnished upon cement lines coincide with Joke center lines. P.Digits indicate sire of pale in inches AATek USA,Inc./CompuTrus Software 7.6.6(10-E 10,FoR basin connector pale design veer.nee ESP.I 3 I I.ESR•10EEIIPATek) EXPIRES:12/3112015 IIIIDIN This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS TRUSS SPAN 4'- 0.0" IBC 2012 MAX MEMBER FORCES 4W0/GDF/C =1.00 TC: 2r.4 DF 01017R LOAD DURATION INCREASE = 1.15 1-2r, 01 5 2-4=101 0 BC: 2N4 DF gl&B72, SPACED 24.0" O.C. 2-3=1-761 21 TC LATERAL SUPPORT <= 12"0C. UON. LOADING BC LATERAL SUPPORT <-= 120C. UO(1. LLI 25.0)4DLI 7.0; CO TOP CHORD . 32.0 PSI BEARING MAX VERT MAX HORZ BRG REQUIRED ORG AREA DL ON BOTTOM CHORD . 10.0 PSI LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES} OVERHANGS: 12.0" 0.0" TOTAL LOAD = 42.0 PSF 0'- 0.0" -21/ 333V -19/ 53H 5.50" 0.53 OF I 525) 3'- 11.0" -29/ 103V 0/ OH 2.00" 0.17 DE I 5251 Connector plate prefix designators: Snow: ASCE T-10, 25 PS F Roof SnowI2s1 4.- 0.0" 0/ 59V 0/ OH 2.00" 0.11 OF I 5251 C,CN,C19,C(l19 (or no prefix) . CompuTrus, Inc Cs=1, Ce=1, Ct=1.1, 1=1 M,M20HS,1 1605,M15 . MireVT series VERTICAL DEFLECTION LIMITS: L. /240 TL=L/190 LIMITED STORAGE DOES NOT APPLY DUE 70 THE SPATIAL MAX LL DEFL . -0.002" e -1,- 0.0- Allowed = 0_100' REQUIREMENTS OF IBC 2012 AND IRC 2012 NOT BEING MET. MAX TL CREEP DEFL = -0.003 0 -1'- 0.0" Allowed . 0.133" MAX TC PANEL LL DEFL = -0.000" 2 2'- 3.1" Allowed = 0.257" BOTTOM CHORD CHECXED FOR 10131 LIVE LOAD. TOP MAX TC PANEL 7. DEFL = -0.015' 1 2'- 3.8" Allowed = 0.396" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. 4-00 MAX HORIZ, LL DEFL = -0.000" 9 3'- 11.0" MAX HORIZ. TL DEFL . -0.000" 0 3'- 11.0" 12 Wind: 120 orb, h=17.3ft, TCDL=4.2,BCDL=6.0, ASCE 7-1C, 7.00 " (All Heights1, Enclosed, Cat.2, Exp.B. MWERS(Dir), load duration factor=1.5, 3 _ Truss designed for wind loads in the plane of the truss only. .7- I cs ,,•-..- 4.1 7 ,---- C] 4 c, 1„ .......„,..," M-2.5x4 ---.11 3-11 0-01 'PROVIDE FT1?7JBEARING:Jts:2,f;41 4-00 ..\., D PR OF JOE NAME: DR HORTON PLAN 3720-A BETHANY - D1 Scale: 0.5504 I./ .C., ,\...‘GIN /4.,‘ /6 4 -- /Z/70fir WARNINGS: GENERAL NOTES,ifflieta(ANItIMPRII noted: 17!... I.Buidm and erecbon contractor should be advised of td General Notes I Thle design Is hoed only upon this{symmetries shown and Is for an Weliodual ,. . .1921 OPE r Truss: D1 arid Warnings befog coedits:lion ar)<IXIM,<AS, bildIng component Appecabaty of design pommeled"and proper 2 2e4 compoordon web toeing mod be Installed whom ShOIM1*, rearm:Mon of componeol la the respansthely of We buldng deargent 2 Design erournes the lop end behom donde to be lateerdly braced at 3 Add:Omar temporary bream to Insure el ability&Ong censtrud On AV IfAillIPP DES. BY: LJ i in.msconsnisty of Me eredoe.Adthional permanent bead's;of 7 o,c,ard at 1Cf o c respeeifrely lath.traced throughout Iher length by conthioare sheathieg suds as plywood sheathing(TC)wiclior dryoraal8G) ,„.441.1Del,- DATE: 12/30/2014 the overall drudure Pinto.resportubity of the building designer_ 3 74 Peeped Wang or Wend bracirg mcnired where down•• -II Q. 4 blo Sped should be applied to any crerconer4 and after ad bracing and 4 Inthention al buns is Me respbristely*OM mepechen contractor. 7OREGON <1." SEQ. : 6150122 f Weems are corrolde end et res One phould any loads grinder then S.Design sIdlnes Mann,am to be used in a lon-conoshe endronment tin AL \ "'•• TRANS ID: 419888 denier loath be Wiled W eml 00101,60004 5,GomPuTith On no conkeover 115 assumeres responsibility for toe and are for"dry conditOre n1 use 0,Design assumes fue hoeing el at supporta shown Shim or wedge It 47. 41P 14, 2° i- fabrication,handling,shipment rind Instalation of convorands, 1.Design assumes adequate dretnage is prodded ! 1 6 This design le furrdthed subied to the limitations set forth by 8 Plates shit be Inched on both faces of truss,end placed so their center 113 lilll 11111 IIIII 1111 Fl Illi IIII IIII TPVWTGA In SCSI,copilot of*Nth red?be toothed upon remold. MiTek USA,Inc./CompuTrus Software 7.6.601)-E lines meld&red.OW Ceedef Ines 01 Digle indiade sire of pith in inches 10 For basic COnnethr plein design"Niue,see ESR.1311.ESR.1 088(MiTek) EX::::::::: _., , 111111111 This design prepared from computer input by GREG ARIEL TRUSS LL'Eat SPECIFICATIRE TRUSS SPAN 7.- 0.0" IEC 2011 FAX RD:9ER FCPCES 41R/GOF/C7--1.00 TO: 2x4 OF /11sETR LCAD CURATICt4 INCPEA.S. E= 1.15 1-2 ( 01 57 :0-4=101 0' 90: 2:4 OF #11sETR SPACED 24.0^ Q.C. 2-3=f-1251 91 . TO IAT .A.L 51.12T ,.= 12'CC. 11.24. LOnING EC LATERAL SVPME .,-,-- 12"CC. DX. LL I 2.5.0( DL 1 7.01 Cl TO? 0° .O= 32.0 nF EFA.RING t1.A:.1 VERT 17.0..; FIORE ERG RE:WIPED ERG ARE; EL C11 20,77/1 CHORD= 10.0 93F LOCATIO1IS RFACTIUIS m171131,9 SIZE SQ.M. [5,7[1E51 0',"M'TANS.5: 12.0" 0.0" TOTAL L = 42.0 F3F 0'- 0.0" -9/ 443V -33/ 1020 5.50" 7.71 IF I 6251 6'- 11.0" -55/ 191V 0/ CH 2.00" 0.31 OF ( 625/ Connector plate prefix designators: Sr. : ASCE"-10, 25 PSF?of Sr.c.-PIPs1 ''- 0.0" 0/ 124V 0/ CH 2.00 0.20 IT I 6251 C,C111,cis,une for no prefixi =CorpuTrus, Inc Co=l, Ce=1, Ct=1.1, 11=1 11,1EC05,1-1110.3,1116=ItTek!IT 50735 LIISITF.D. STCPAGE DCIS NOT APPLY al TO I1E SPATIAL VERTICAL DEFIF.CTICLT LIMITS: LL=L/240, 71=11100 REVJIRRENTS OF TEC 2012 AND 190 2012 1M BEINGva.--7. nny. LI,n:FL= -0.002" 0 -1'- 0.0" Allowey.3= 0.100" XX: TL CRE.E9 ['EFL = -0.003" 0 -1'- 0.0" Allowed= 0.133" EOTTCli CERD CHEC1ED FCR 10953'LIVE (11AC!Z-CCN , 1 - = AND BOTT1 CHORD LIVE LC03 ACT NCRE7LY. . 0.489" 0.734' 7-00 MX HaRIZ. LL LEFL = -0.000" 2 6'- 11.0" - T 1M 0CPIi. 71 FETL= -0.020" 3 6'- 11.0" 12 3 and: 120 7ph, h=16.21t, TCLL=4.2,E.001.--E.0, IS 7-10, 7.00V. . .. (All (!eights1, Enclosed, Cat.2, EuT.E, 17rrESSIDirl, load duration factor1.6, e- ,- Truss designed for vrind loads .,..' ' in the plane of the truss only. ...•' ,..--' . ,.,.. ..r,..... .---` .---' 1 ..-- .' ,- ,- I c> ....- .... _ ,--'::....„-------- „...- „....-• e4 ...---- ,ru i - C;1 ,e - --- ---- ,- op M-2.5x4 1 6-11 0-01 ,Ir._____1_ .....; ..... ............; 1-00 7-00 7-00 T1/4 .0 P13()Feiss JOE ;IMF.: DR HORTON PLAN 9 7 2 0-A BETHANY - El Scale: 0.5301 CD IA GIN 7fitti, IS>„ c:13. t. 1 Col - --- . - ,.-__.-- .- -_ ...__...____ • WARPIINGS: GENERAL NOTES,unless olturnose noted. 14i �zr3© 1 -7 I.&alder and erection conerictor should be edylsed of all Gems,Notes I,Tho design is based esey upon the parernetere shier and h for an irdendual 2;9 'IRE r Truss: El and Warnings before condauction commences 2..7s4 compression web btscing mud be widened where shown.. IxelIng conconent Appfcaldity of design parameters end proper _,if corp,o,rahon of olnerment Is the responebOly of the hieing disagree ,Ilse too nrd boilom chords to be Wes ellv hsaced et 3 Addaidnal'envoi ary bracing In Insure slablay duerg constniction i w6651 • • 0' ..,... 411111,kCIAMMIP' DES. BY: LJ is We resporerbOty of am.erector.AddrtIonal/demurer'bracing of Z o c,end el 10'a c respectively teem braced Ihroughout their leroh by continuous sheathing such as phfrood sheathwig(TC)ercVor drwerai•EIC). - -. DATE: 12/30/2014 the°vend structure is the res{donstally of We buklirg designer. 3 2.4 Impact bridging or lateral bracing moused where sheen•• CC 4 No bad should be applied lo any component well after el bracing wet 4 Instaaaton of Iona is the respon.telay of the respecters,contradm 7 OREGON (1., SEQ. : 6150123 1 fasteners are complete and no at time should any nd loads greater then 5 Noon••••0•73 Wow ••s• le 71110. In 4 •700.701mshe fam000mno01, 1.../. 4/4}, b. r,.... AA. TRANS ID: 414888 i design loads be eriptsd fo snY comflo••74 ard are For"dry sonde/on'of use I 5 CompuTrus has no control crew and essurnes reeporeetely for the 6 l>64•6••••"'"6'1••••f'D.1 41"wrotethtrwil Sown or wedge if .0 14, '2.- -1- 4/ 0" fsbncetion.handling,shornent MIMI Inealtahon of components 7,Design ossunws adequafe Wilkins is provided 1:i RIO-- 0.This design In furnished subject to the lerdebons sel forth by 17 PLytes shell he located on both feces of Wise,and resold no Thor center WyWTCA In BC51,copies of which eV be funished won moues! lows coincide with joint center tines ' I lipipilliil 1 Dili II,li .,, 0,.indicate son of ptale in oders MITek USA,Incdr.mpuTrus Soft.vare 7.6.6(1 L)-E 10 For basic canner:tor plate design values see ESR-1311,ESR.IMPS(AIR'S) EXPIRES:12/31/2015 IIII This design prepared from computer input by GREG ARIEL TRUSS LUMBER SPECIFICATIONS 1-00-00 GIRDER SUPPORTING 13-0 -01 IBC 2C12 MAX. MEMBER FORCES 4WR/GDF/Co=1.00 TC: 2x4 DF 0103TR LOAD DURATION INCREASE = 1.15 flIon-Pepl 1-2=(-10011 75 1-4=1-911 509 4-2=1 -471 579 BC: 27.5 OF SS 2-3.( -gp 43 4.5,(-99) 790 2-5=1-9951 112 WEBS: 2x4 DF STAND LOADING 5-3=f -811 26 Snow: ASCE 7-10, 25 POE Roof SnowlPs1 TC LATERAL SUPPORT <= 12"0C. UOS. Cs=1, Ce=1, Ct=1.1, I=1 BEARING MAX 7ER7 MAX 5052 BRG REQUIRED BRG AREA BC LATERAL SUPPORT <= 12"0C. UON. LOCATIONS REACTIONS REACTIONS SIZE SQ.IN. (SPECIES, TC UNIF LLI 25.0140L1 /..0f= 32.0 PSF 0'- 0.0" TO 7'- 0.0" Cr- 0.0" -93/ 1172V -50/ 1015 5.50" 1.05 DF I 6251 Single member as shown. SC UNIF LLI 0.0)+DL 10.0 . 10.0 ?SF 0.- 0.0" 70 7'- 0.0" 7'- 0.0" -104/ 1115V 0/ OH 2.00" 1. 9 DF I 6251 Hangers attached to the bottom chord BC UNIF LLI 144.5)+DLI 95.51= 243.3 PLF 0'- 0,0" 70 7'- 0.0" V will have 1.5" max. nail penetration. VERTICAL DEFLECTION LIMITS: LL L/'40 7L=L/180 LIMITED STORAGE DOES NOT APPLY DUE TO THE SPATIAL Connector plate prefin designators: MAX LL DEFL = -0.005" 0 3'- 10.5" Allowed = 0.319" REOUIREVENTS OF IBC 2012 AND 1RC 2012 NOT BEING MET. C,CN,C18,CN19 (or no prefix) = CompuTrus, Int ' ' MAX TL CREEP DEFL = -0.020" 5 3'- 10.6" Allowed = 0.425" M,M2055,M18MS,M1E = MiTe% MT Se leo BOTTOM CHORD CHECKED FOR :opsr LIVE LOAD. TOP nAx HORIZ. LL DEFL = 0.002" AND BOTTOM CHORD LIVE LOADS ACT NON-CONCURRENTLY. MAX HORIZ. Ti. DEFL = 0.003" 3 5'- 5.5" 4-09-05 2-11-10 Wind: 120 mph, h=18.2ft, TCDL=4.2,BCDL=5.0, ASCE 7-10, r- 1 1,All Heights), Enclosed, Cat.2, Exp.B, MWFRS(Dirl, 12 load duration factor=1.9, M-1.5x4 Truss designed for wind loads 3 - is the plane of the truss only. M-2.5x6 ,7 i ,---- ,/„....1„......-- ,, , •-. -, - j ,' --, M-5x16 ,--- ,,.------. ) 1 ,-- ..; - ; 1 I --; I 1 .,1 In,-- - M-3x10 M-4x9 i 3-10-10 3-01-06 .1,.. _.1 7-00 PROF JOB NAME: DR HORTON PLAN B720-A BETHANY - £2 Scale: 0.4731 WARNINGS: GENERAL NOTES,vnkos3 oitinrMs•noted: 144 I!, i,81,71,11.1.end erection contractor should be rtivised of ril Cannot Rolm I.That design Is based only orpon the parameter%shown and n for an indryldlial CC ;920 S P E x'g/70/PrY LO'l_ Truss: E2 and Wornings hobo"conetruditin commorices, budding component.Aptecnictily of dosign pRIEMIXAM,Rai mom 2 be compressbn web bracing ribs!be In-and where shorn,• IncorporatiOn pi comporent n Ifie responsibaly of the bidding deegner •lle . 2.Design mourners the kip rind bonom chords lo be!atrocity bossed ot 3 Addignal temporary tredve to Insure Nobility during cg,.,,frudion -e d6OMMIP DES. BY LJ la the nesporabitly of the erecter.Addklonal pdr1.1.717,17 bracing of 2'o c ond ot IP o.c.respectively unless bribed theoughout theeteitglh by coniewous shelling such as plywood thealhIng(TC)echo drwmilLBC) ,....- WI!. l DATE: 12/30/2014 the overall shructure le the restonolbAty vibe building designer, 3.2A Impact 7,644q of W."11 soong necared where Oben•• -NI a:.4.No bad shookl b•MOPPead VI anycomponwe until ager at bracing ord 4.Instalation of truss Is the norsPonsitoNS of the rostbdite contombr. 7, ,y_OREGON t. 1.0 SEQ. : 6150124 fastener'are complete era et en time shoal any bads green than 5.Deolgn assumes bosses we In be used In a ron-conoshre enWerenent, \ ,t' and are for'dry condrboif of use TRANS ID: 414888 &sign toads ha MOON to arty component 5,CompuTius hes no control owe and ammo%no reeconsiblity for the 6 assw"' al MI SN"°'"dge if 470i: 14. 251 lobrication,bandirg,Ointment Awl Inothastion of COVIVOM111% 7 DOSITIRSH1T701 adedosle drainage is roVotol -"R RIO- &This design Is lurnitherf subjed to Ocr forillations set IbIlh by Ill Mates shalt be bulled on both locos or boss,and placed so theft mole. 1 gni II i 10111111 TPliWrCA in SCSI,copies of which wilt be honished upon request Wins condde wth joint cagier Ines O.Diglto.ndiCafo eferi of to e in inOwis Wok USA,fnc/CornpuTnis Software1.6.6(1L)-E to For tiosic connector plate design wastes see E5R-1311,ESR I OSS(MITA) EXPIRES 12/31/2015 1111111II This design prepared from computer input by GREG ARIEL TRUSS LltSn. SPECIFIC/J.1CM TRUSS SPA! 4'- 0.0" Ill 2012 l'AX 1.070ER FORCES 4S/C2E/C3=1.00 TC: 2..:4 OF siltB7? Lau,ruVTIcl1 INCMNSE= 1.15 1-2=! 01 57 2-4=101 0 - EC: 2::4 OF 0102111 SPAC-ED 24.0" 0.C. 2-3=!-T7) 19 , IC 1.47200I,S1.PP1S7--= 12"0C. VCR. tcon ,. LATE.R.1,SUPPCR7 --= 120C. INN. LLI 25.0),DLI 7.0) CO TC? CHCSD = 32.0 PSF BEARI:77, 1tAX vin MY,HCR2 PG -rr....:7119ED liK PRCEA LI al 0020C11 Col:RD -- 10.0 ?SF 102ATICNS FEACTICUS PEACTICGS SIZE .Q.111. !SPECIES) 7,I)CS: 12.0" 0.0" TOTAL ICI) = 42.0 PSF 0'- 0.0" -331 322V -19/ 630 5.50" 0.52 OF ! •5251 I - 11.2" -29/ 51? 0/ 0){ 2.03" 0.09 OF f 625) Cer.nector plate prefix designators: Snow: ASCE 7-10, 25 FSF Roof 0n.741?s) 4'- 0.0" -30/ 90? 0/ 001 2.33" 0.15 92 ! 925) C.C90,C15,011119 for no prefixl =Cane/T/1LS, Ire Cs=1, Ce=1, 00=1.1, 1=1 11,1510113,111911S,1119 =91irek 17 ser1es LIIIITED STMASE NES MT APPLY OLT.70 71.7.SPATIPI, VER7ICAL EEFLEC7121 LI:117S: LL=L/240, 7L=1/150 KEWIRE-CENTS OF IEC 2012 XM IFC 2012 130 FEIN:II:ET. - 19..Y. -0.0O2" 0 -r-- 0.0" A.11owed = 0.102" 1'A.,! 7L CREEP DEFL-- -0.003" 0 1. 0.0" Allowed = 0.123" 3077C11 aian CFEC•CED/CR 10051 LI...7.1..61O. 70? IIAC BC FANEL LL EFL= 0.802" 0 l'- 0. "EAllowed= 0.067" 017 002009!CHOFD LIVE LOU'S AZT 1:011-CCV01.1-R2-1)7I.Y. VA,:7,2?ArEL M DEFL = 0.003" 0 l'- 9.2" Allowed = 0.30f" 4-00mx PCSIZ. LL:En = -0.000' 2 P- 11.0" 0P.:6 HCRIZ. 7L 2021 - -0.000" 2 3'- 11.0" 1- -1 12 wind: 120 rph, h=17.3ft, 7/.31=-4.0,0C2)L=5.0, 0S0E -I0, 7.00IfiAll Heights), En:lcsed, Cat, , Ero.0, 1WERS(Dir), - lo-3d o`iration factc:=1.6, Truss designed for wind loads in the pine of the truss only. „.„..„.„.„....„/.< .... .., ......., ..... :.,.- ..... , ic. , (N. ....... „..., ... . ...., ,N ..... „, , ...,i, I- 4 o 1 1 1-2.5x4 L. 1 1-11 2-01 IL I. L.1 1-00 4-00 ,E4.W1OF._EL'LL_EL??.111S;.,:ts:Z.0 C 'v PROFen .(....1 200 110200: DR HORTON PLAN 07 2C-A BETHANY - Fl Scale: 0.0135 WARNINGS: GENERAL ROTEL unless otherness noted Cr 7,9211IPE r I.Bualar red erednon Centred°,61400d be advised of rdi GOPOtal Notes I Gus design is based only upon the parameters shown end es for an redeedual Truss: F1 end Wernings baboon correnrchon commences Inning component Appscebney of design prearnaters and proper 2 2o4 compresann web banana,net to[twinned when,%hewn• Inccrporneton of onnponert Is the responerbety of the bueling designee .'"'agge 2.Design assumes thto e p and PeRom chords lo he latereny braced el c 1/110"" DES. BY: LJ 3 Addrilonal ternporrey bmcleg to ruse if ablety during consInntion is Ins rosponsbany of the erector AdIrecnal permanonl bracing of1M a c respectively wins beeped throughout'her beers try continuous Montano such as plywood ehernhing(TG)endow drynedi(BC) - CE" DATE: 12/30/2014 the overall ebucture hi the responanany of Me Wading designer 3 2n Impact brIdgeg or!atonal bracing required where shorn•• 4.No bad should be entered to any corrponenl ural After at braong and 4 Instelabon of tans is She rerspereelonly 010w respective centreclor -7, ,OREGON IQ SEQ. : 6150125 fasteners we complete end at not.,,.should any beds greeter men S.Design ASSIP,..,I.I.S.S am lo be reset in II non-corrosive environment TRANS ID: 919888104 cleaWn Weds be rippled to erry component ned roe ler"dry condition'of US,/ 8 Deur 11114,1104 full bowleg at al the .upped%Mover Stem or wedge If 5.CompuTnis hers no Patrol over end assures no resporvalblIty , 4 0 fr 14. 2° 4 fatelcabon,herding.Newnan!and..iNied ban of componerels 7 Destm assumes adegute dr image is prowled 1/eRRILA- l It Wes design in furteshed subject to She lennetrons sal hilt by 8 Prates Shall he located an nom laces of tuna nrd pinced to their corner 1111111111111111111111111111111111 , TPI/W7CA is SCSI.copies of erech eel be haorsharl upon request L 1),9Tels USA.Inc/CompuTrus Software 76.6(1L)-E Ares coincide with joke center Imes 0..Opts Indicate size of Nale In riders 10 For been conned,pine demon seems see E5R•1211,ESR-108/1(INTelf1 EXPIRES:12/31/2015