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Plans THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0107149-Job:010 /KECK ADDITION -- 12211 SW SWEENEY PL TIGARD. OR 97223 -'a 00 & � ind, 15.00 ft mean hgt, ASCE 7 CLOSED bldg, Located Top chord 2x4 DF-L 2400f -2.OE o Bot chord 2x6 DF -L 2400E -2.OE anywhere in roof, CAT II. EXP C. wind TC DL =6.0 psf, wind BC DL =6.0 Webs 2x4 HF #2 psf. °- bind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC @ 24' OC. Truss design per IBC sect. 2306.1. 10.00 psf non - concurrent bottom chord Girder osupportsf22 -0 -0 span to BC one face and 2-0-0 span to TC /BC live load applied per ANSI /TPI 1. split Deflection meets L/360 live and L/240 total load. RECEIVED MAR 0 7 7f (u .:3. CITY GARD BUILDING OF TI D IVISIOrI 03 LLB CO co O UD 0 z 6X10° U- 5 (- %\ — I 5 4X5 (CS) 4X5 (C8) a 3- -1 ' 0 -4 -1 Cf2 0 -4 -1 Al. ��__ Li_ & — 11 031247 1103121 z LzI 4X12 (C8) ° 4X12 (C8) ° z 0 o. L_ 2 -0 -0-- CD �-200� CD 7 -0 -0 7-0 -0 CO 5-0-3 3-11-10 7-0-0 5-0-3 0 0503 o 7-0 I /,A sra�7— 497)42 ?LP Int 14 0 0 Over 2 Supports / / 1 _ ' 2I ( S K/ Sweev1 ,.._ f co R =3955 U =456 W =5.5° R =3955 U =456 W =5.5' LC) O .--, Design Crit: TPI-2002(STD) /IBC L PLT TYP. 20 Gauge HS.Wave Cq/RT = 1.00(1.25)/10(0) 7.25.0411. • QTY:1 OR /- /1 / / - /R / Scale =.375 " /Ft. 3 1 Thus Co nents of Oregon. (503357 N ING"' TR USSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. � ; O PROF T C L L 25.0 P SF REF R 7 1 7 5 50449 I` $25 North 4 Stray, CorneliusO RE FER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TNUSS PLATE INSTITUTE. 210 t {� ^ F- V V NO RTH LEE STREET. SUITE 312. ALEXANDRIA. TA. 22]11) AND IITCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ! V IN C • O ENTERPRISE LANE. MADISON, NI 5]719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS 195 . 9 / T C D L 10.0 P 5 F DATE 03/07/07 N OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NAVE A PROPERLY ATTACHED RIGID CEILING. r BC DL 10.0 PSF DRW CAUSR7175 07066001 I` " • *IMPORTANT••FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ITW BUILDING COMPONENTS / O GROUP. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS MEW Y_ INE CONFORMANCE WITH TPI: OR FABRICATING. HANDLING. SHIPPING. INSTALLING A BRACING OF TRUSSES. R M r O 7 �� 7 B C L L 0.0 PSF C A - E N G C R / G W H OREGON CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL RESIGN SPEC. BY AF6PA) ANO TPI. ALPINE TOT . L D . 4 5.0 PSF S E Q N 5630 6 3 0 ¢ CONNECTOR PLATES ARE MADE OF 20/18/16GA (W.H /SS /N) AST■ AGS1 GRADE A0/60 (W. C /H.SS) GALV. STEEL. APPLY �E9 PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS IRTA 2. *Pt 20 D U R . F AC . 1.15 FROM B B p NT INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPII.0002 SCC.3. A SEAL ON THIS � CIITV Bullldin Components GTOU Inc. IOC OKAYING INDICATES T ACCEP S TANCE O OFESS PRIONAL ENGINEERING RESPONSIBILITY SOLELY T FOR THE RUSS COMP °C31.0 Sacramento, CA 95928 P BUILDING H DESIGNER PER ANSI B /TPI T 1 SEC. 2. OF THIS COMPONENT FOR ANT BUILOfNG IS HE RESPOMS OF ONE T W' N SPACING 24.0" J R E F - 1 T 5 F 7 1 7 5 Z 0 3 ... Iii .1 - tr to ; i ! 0 w ' ' z x . .,.. _. / - cL li 0 JAN 1 9 2007 . ± \ L. —{) 1 72.9 1 I BUILLI!NO nnilq!CII" X! . . cr \ ...... . I 1 ii 41 1 ig 4— N E A.■':, I 4, k I - ii v) . .._ ‘ 1 --\ ,i-i /) 17.1 v 12 v.5 ...‘,. ....... ,-,, C 4, , 4 I , \ _ -,,,,,-..,- .,.(,_ , ,-,.. % 1 C..... P ' 7,7' 0 2 A Lid i ... : - , . tic...... iliii • \ 4 • ..,, Ni) i 11::7 4 L. 8 Ur 68E , . d ! gill 11■1-. 1 &------ , p , , ,,,,L2 ,------- , , , , -1.Ao , i'L.0 4 .1,.....1 • I „ = 2,0 1 0 i .1 1 I • A , i . 142414 MI Lot #- (2_ 1 0 ,,, 0 si OC 1 , i .., _ CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO:M Ni O'D a2 (� Street Trees: ❑ Approved ❑ Not Approved Protected Trees: ❑ Approved ❑ Not Approved By: Date: Notes: CITY OF TIGARD - SITE PLAN REVIEW BUILDING PERMIT NO. 51".2 is k - Od4, 7 2 � PLANNING DIVISION: Required Setbacks: 001 Approve ❑ Not Approved Side: Street Side: I Front. �Gar• r e. - Rear: / • Visual Clearance: ld Ap oved ❑ Not Approved 1- -- Maximum Building Height feet CWS Service Provider Letter Required: ❑ Yes D1 o Q Recci' ''I Date :2f 7/07 ENGINEERING DEPARTMENT: Actual Slope: i '� % ❑ Approved ❑ Not Approved Site la Approved ❑ Not Approved By: Date: Notes: de tju ke? p w c4.4c/44-44.2 a _• • RE CE%V F D JAN 25 1001 . VERIFY PITCHCUtYUr .ASSUMED TD 9Tm-, Tr:n /Ig. T°1 • BE 5/12 • H-- a • • rr F-- b A • i W W � mm G) Cl VJ m AGE , Q • 16° o L Designed By: BILLY BREESE . • o o W Job Job Location: 12211 SW ADDITION PL rr' Customer: JASON HERING z .fi o o co •• • TT icn n0.IT L u 0.lnc -r oo oc •cra i r107 ,r:7 irra MIS ONG PREPARED rRON CONPUTIR IMPUI (LI.W a t1Ent1ol .TUonJI mu P. .n........... (0107149- Job:0107149 /KECK ADDITION -- 12211 SW SWEENEY PL TIGARD. OR 97223 - AGE) Top chord 2x4 HF M2 100 mph wind. 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located Bot chord 2x4 OF -L ;1&B d BC DL =6 et.(g) anywhere in roof, CAT II, EXP C, wind TC DL -6.0 psf, win.0 a a Webs 2x4 HF Std /Stud psf. N U ' Connectors in green lunber (g) designed using [IDS /TPI reduction factors. Mind reactions based on MWFRS pressures. I. Truss design p er IBC sect. 2306.1. 10.00 psf non-concurrent bottom chord See ONGS A10015EE110E, GOLLETIN1106. & G8LBRST01106 for more a a live load applied per ANSI /TPI 1. requirements. In lien of rigid ceiling use purlins to brace BC @ 24' OC. a • u Deflection meets 1 /360 live and L/240 total load. u. a • U • a Co • U U 4X5 c N a I- • , a a i -7-1 5 3- - 5 0-4-1 L 4 mil • i • i • i . 0-4-1 -0 //////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// 2X4(A1) — C 2z4 (A1) @ C 7 rT I- r 2 -2 -0 -0 —J G • • L 7 -0 -0 _I_ 7-0-0 ..J }c 14 Over. Continuous Support R - 103 PLF U °18 PLF W =:4 - 0 - 0 Note: All Plates Are 1.5X3 Except As Shown. • Design Crit: TPI- 2002(STO) /(BC P1T TYP. Wave Cq /RT =1.00(1.25)/10(0) 7.25.0411. pq 0 QTY:1 OR / - /1 / - / - /R / - Scale =.5 "/F t. hum comp: mu, ofOregcm pp133)�3S7-: i 0 ec1A re ( s o a p I 1 xNPONIxr o olio II M0 ICATC Y. P 6 H CI.11 9 f T P I 1 PIRG, 3 P T A IRG [ SA CfUT6 C IS. TC L L 25.0 PSF REF 87175 - 61021 825IVattL4Sheel, ClxffiGus OR oN (1 TEE STREET. SUET[ 312, AAC{MOR1A. VA. 723)4) A00 IT (YTOO TAOSS COMM 6F AMERICA. 6306 e Gore- / , - • CITEAPAESE LATE, 1(.0(361. RC 61700) r(0 SAJCTY DRAGS MIS TO 1 THESE FUIC71061- uN -ESS TC DL 10.0 P S F DATE 01/22/07 OrHEBNISE IAIIIGfED rt... CUED MALI tan 1010011.1" k1 ATTACHED 6TCIVLIL PAN IS AND GOTTEN CHOW SHALL IAY6 19576 • A I00PEnY ATTACHED 018(0 .X14016. I BC DL 10 .0 P SF DRW CAUSR7175 07022001 1 B • A COPT IF THIS BE316N TO ME EIf1TALLATC0H CIMIHACTOR T N ITILDIN6 LOHPON =NT. a n B0 l L 0. 0 P SF CA - E NG TSB / GWH * R ftOlP, :11C. SML4 NOT 6 E r';:=1,24. ANY DEY IATIDY FMN THIS OCSIIN� B` MT FA[TAAC [O BUI D 'NE CRASS O ICI C01rMN mum APPLI_ABLE 11103ES(ORS CBATIOML SPEC, DTATAPA /AND TP II .. WINE OREGO [T • GNIECTO WE PLATES ARE E 31 20/18/1660 (V.N;SS /K) ATM 1463 GIAME 40160 (V. 5(01,01) 6LLV. STEEL. I?'LY TOT. LO . 45.0 P SF SE 401- 129302 'TAUS 10 EACH FACE cc TRUSS 310, 114131 071001110E LOTAIED CO THIS Oi3CGH, POLITICS PEP OPAN0N3S SON L. / � m a AMY INSPECTION OF PLATES f3LLOHED UT C ) SHALL BE FIR ANNEA A3 or TPIL•10023E6.3. A SLAL 0s MIS -.t6p, l rwuaUdingcow,„ lwl3Cnmp ,1710. MANIAC IV:INCAMSTMCOSUPTIACE OP PItCf AMD USC 0 1 0 00, WCLD[H6 [S OC 1 COH IMT •'�'LBW DUR.FAC. 1.15 FROM BB Saclanleato0CA9392S dC LDCH {DESE[NCBPES /IP 1 01 3EC , Z. tI:EA�.1838rq SPACING 24.0' JREF 1T457175Z09 .F • • rI if THIS DUG PREPARED )RUN COMPUTER 11PUT (LOADS A ULNtI1SLURJ) JUOR)IICU of • ou.a 7/2n. (0107149-Job:0107149 /KECK AUDITION -- 12211 SA SWEENEY PL TIGARD. OR 97223 - A) ' Top chord 2x4 HF �1 100 mph wind, 15.00 ft mean hgt, ASCE 7 -02, CLOSED bldg. located , Hot chord 2x4 DF- ,ff1 &Bet.(g) anywhere in roof, CAT II. EXP C, wind TC DL -6.0 psf, mind BC O1 =6.0 c Webs 2x4 HF Std /Stud psf. - Connectors in green lumber (g) designed using NDS /TP1 reduction factors. Wind reactions based on NWFRS pressures. c r In lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss design per IBC sect. 2306.1. 10.00 psf non- concurrent bottom • c • chord live load applied per ANSI /TP( 1. c Ceflection meets L/360 live and L)240 total load. c . c c c c • t . I 5X5 ° -- I- C 1- • • • 3 1 5 r Ea $— fi r. 1 0-4-1 - -0 0 -4-1 1.5X3 III 2 (A1) ® c . u 3X5(A1) 7 3 4E---2-0-0--->1 a I- • k 7-0-0 + 7-0-0 si G I. 7-0-0 _I— 7 -0 -0 .,J c 1¢ 14 - - Over 2 Supports R =807 U =180 )15.5' R =628"U =180 • Design Crit: TPI- 2002(STD) /IBC PLT TYP. Wave Cq /RT= 1.00(1.25)/10(0) 7.25;0411. „ R QTY:3 OR /- /1 / / /R / Scale = .5 " /Ft. • . 'ttws(�lmpoueataofOOegioa, (5x i , ro o(ril ouUEoE Slt Aoo1MO C C HAT I P0 01 2 x 01 0 n s s c T S I MOMS. . 2e • 9 t� plN �e 4 TC LL 25.0 PSF REF R7175- 61022 825Nm914Street,Cconetlus0 � . AT10) 0 EITERMISC LOU. %159017, 01 H MO 1AFCT7 PLwr(CE 901 ) 01 70 I(RA S PAWS NM ON 0 00. 011 L UNLESS C D L 10.0 PSF DATE 01/22/07 OIPER ] LAW, NA ISC , WI SN3LL NAME M0FE2LP AITACNE) 3TIV(T10A1 PANELS MD COTTON 01010 SHALL LESS �/ 1951U ' E A IAOPEILT ATTACK 1(610 MEILIN(. BC DL 10.0 PSF DRW CAUSR7175 07022002 1 ••Ir3PORTANT•.rPRTFSN A COPT IT TN73 OESIOI To THE IOSrMIA - 1M (MTLK10R. ON 1303.0(10 12NP0NUNT% - / T.. i • 02010. MC. SHOAL NIT AC ArvDN31R.E MI AIR 0(010,101111221 THIS OESIU; ANS fAllulr To 42[1.0 11C 10139 a • BC LL 0.0 PSF CA-ENG TS8 /GWH * C — 7_ II CONIOIHMCr WITH TP1; DR rAsA1rAr1110, BABBLING. 1X000)0. INSTAL11020 A HALING or MUSSES. R 015)021 COIFOOIEi 0110 AMICABLE IR0121( 5 OF NOS OIArMWI OESION MCC. IV AMA) MD T'2. • AL/[141 ORE ' I N TOT . L D . 4 5 . 0 PSF S E flN - 1 2 9 305 „ (IIRECT01 RATES ME NOTE at 00A71)LEGA (M.1 /33/Y1 ASM A0 fA/11E 40,60 1M. T /0,117 EALE. 11EF1. APILT �,�� a IlA7E3 70 CACN IACC OP IRIIfl M0. VNLTSS OINFRM7 fC LOCATED ON TM 15 OE95A1, 00110200 PC1 MMCMI IOM ). �/A�,, /� �E,1,,,, MT )NSECTSON ELATES T0uOSEI B1 (/) TIDAL IC PER MN!1 13 Of 1011 -2000 SEC.3. A 344. [AI rain 4:41 D�R.FAI.. 1.15 FROM 88 a /Iv Bll corpoTIC9t5 croup ISIC. 115102 1H30. ATES TOO UTTMJLIST AM OIL ) Or 1NIS C T 001122110 THE O:ISP0711O 1LIT 110E - .704,11 W. ` SAC1arom11a,CA95928 NIIDING0051alR PEA n1615171ISEC. r Ull.FapNaMT SPACING 24.0' JREF- 17457175209 F TRES OIC PREPARED FROM COMPUTER JHPU1 (LOADS A UtNtn) run ); A UGRLIIt& or InuJ.) nrr. . (0107149- Job:0107149 /KECK ADDITION -- 12211 SW SWEENEY PL TIGA.RD. OR 97223 - BG) • - Top chord 2x4 HF 2 ADDITIONAL LOADS PER TRUSS FABRICATOR Bot chord 2x6 11F 2 BC - 628 LB Conc. Load at .1.94, 3.94 • C Webs 2x4 SF td /Stud • • F Wind reactions based on MNFRS pressures. r L - AO.mpb wind, 15.00 ft mean hgt, ASCE 7-02. CLOSED bldg. Located anywhere '.n roof, CAT II, EXP C, wind TC DL -6.0 psf, wind 8C 01 -6.0 psf. Truss design per IBC sect. 2306.1. 10.00 psf non- concurrent bottom r chord live load applied per ANSI /TPI 1. c :n lieu of rigid ceiling use purlins to brace BC fil 24" DC. • Defection meets L/360 live and L/240 total load. c 0 0 C . C . o U • U I' • 0 . F 0 0 • • 4X5 = -I5 5 r- L 1 C 0 1 .0 0-4-1 4 00_0_0 f c 7 ►� ► L 3 X7111 ? . 3X5(AI) 6 3X5(AI) Err R I- r- [e----- -3 0 0 3-0-0 ---.d G I_ 3 -0 -0 L 3 -0 -0 J c 2 6 -0-0 Over 2 Supports > u R - 917 U -180 W -5.5' R-889 U =180 N -5.5' • Design Crit: TPI- 2002(STD) /IBC PLT TYP. Wave CI RT =1.00 1.25) 10 0 7.25.0411. QTY :1 OR - 1 R - Scale =.5' Ft. 7TUS2C0mp0ncotzOf,Csg)H, 003)357 R RDi10 01P01AIT ` DIlET, 1 , 11 PN PI H P /LATE CH i rc zii q� TC LL 25.0 PSF REF 017175- 61023 825NoTA14SbEet,Cranellt>s0 160 TH LET STOIET, SI 312 ALESM0016. TA. 22314) MD 1.TCA (0000 BUSS OOUMCII or AMERICA, 6300 Ph <31NF 9 EMIERIR(SE 1.4112. NA1110H, AI 61119) FOR SA1ETW P0ACT1D6$ MGR TO MIMING MSC F11$ T(MS. 01AESS L TC DL 10.0 PSF DATE 01/22/07 01116111)6 MIMED TOP CH310 SIMI. MI6 PROPERLY ATrACIED SIRI[TURAL 00061.3 ANN 107100 CROW SHALL 11111E 19875 E APROIEILYARACBEO116106E1.1lr,. f o/ BC DL 10.0 PSF DRW CAUSR7175 07022003 Z • "INPORTABT A COPY 31 MB OE31Ar To THE IASTALLATIgI CMITPM101. ITN BUILDINGCOMPOIEHCS 1 BC LL 0.0 PSF CA -ENG 156 /GY1H G. E14UP. M. 1(411 RtT 66 11100113(61.6 10 4PS OETIAT(M 111011 00 0 1001311: FA1L I T R6 O 01110 INIt TP113$ ALPINE Dl CO F NIM rrt: or IAB1ICOTC 1 6. HM0 Zia, sxtzPIIG. (Ilsruul6 a '" 001( ar nlss6s. n rr DESIGN (OIF01111 0ITr APPLICABLE PIOYLSIOIS It LIDS I114T101. 002(69 SPEC. BY AP1193 100 )P3. ALP INE OREGON TOT. 1( 0 . 45.0 PSF SEON- 129317 ., 0W1CC/on PLATES Mt AVE Or 20 /10(166.1 (H.lI MTh 0013 GAME 40(60 (H. 3 /11,32) GALT. STEEL. APPLY Mros FO EMIR rACE Or MSS MD. (mass 01THAN /Sr LOCATED M THIS 0151411. POSITRON PEI 10140010$ 1.004•z. • V Q MY. INSIECr(or Or PLATES 191.1490) 42 (I) SHALL DC 1E0 1100461 43 Or 1071 S1C.1. A SELL CA THIS �I ��p ITN Bui Ckou la. OTYEIG nncaTEs SLDEPTMICC or P000ESOED11LL E11DIIEEAlm1 PESPOIS1811.1(T SIl1LY FOR Mt TRUSS Com0IL,Ir Q 00' DUR . FAC . 1.15 FROM BB a- Sa6tm , C 5928 A IrE3 wrn. M TM aI YIITAS MD Mr Or ES CMPMCIT FOR MT 001.0146 IS TIE RESPIHSIBIUTY or TIE t0 tlNl- B,ri01A6 0131ONER 011 MSI /TPI l sic. z. uo.Eap. SPACING 24.0" JREF - 114 57175209 1 F MIS OW. PREPARED FROM CDNDUILK lnrul (LVAUJ o Plnenal Juana, of ...�� ...... (0107149- Job:0L07149 /KECK ADDITION -- 12211 S'1 SWEENEY PL TIGARD, OR 97223 - Al) - . Top chord 2x4 HF #2 • 100 mph wind, 15.00 ft mean hgt, ASCE 7-02, CLOSED bldg, Located • Bot chord 2x4 OF #1 &Bet.(g) anywhere in roof, CAT II, EXP C, wind TC DL =6.0 psf, wind BC OL =6.0 c Webs 2x4 HF Std /Stud psf. n Connectors ;n green lunber (g) designed using NDS /TPI reduction factors. Wind reactions based on MWFRS pressures. . r :n lieu of rigid ceiling use purlins to brace BC @ 24" OC. Truss design per IBC sect. 2306.1. 10.00 psf non - concurrent bottom C chord live load applied per ANSI /TP( 1. Deflection meets L/360 live and 1/240 total load. c u • o • o C • C 0 U . U . t` 0 I- • 0 0 5X5 ° 5 • 3- -1 5 1 0 -4 -1 - 0-4-1 0 RS _ 5.0 -0 1.5X3 m u C 3X5(A1) = 3X5(A1) 2 L4 - 0 - 0__› .1 • Le - 0 - 0--> 1 I - 7-0-0 >J< 7-0-0 >i c �_ 7 -0 -0 ..I.. 7 -0 -0 .. c • • 14 - Over 2 Supports u R =794 U =180 W =5.5' R-794 U =180 W =5.5 • Design Grit: TPI- 2002(STD) /I8C PLT TYP, Wave Cq /RT =1.00(1.25) /10(0) 7.25.0411. • - - OTY:3 OR /- /1 /- /- /R/ Scale =.375'/Ft. Truss Components ofOLrgoo, (s03) 337 -1� H TO UC t no sAT Cllr ILIA [ON). DEOLLSHE➢ IT TP % PLAT ORAL 12/1140.. TC LL 25.0 .0 PS REF R7175- 61024 • . 825 North4 Street, CorneliusO IURTR MEET. EET. 911TE 315, ALOIAHIU. TA, !1311) AHD MICA (YID TTJSS LOCCICIn OF ANED11*. 070 � 0 0 FSrLNPRLSE LA1E. HAM M., AI 3171t1 1011 SAFETY PRACTICES 10100 TO PERFWHTII6 THEM *UNCTIONS. UALESS - TC DL 10.0 .0 PSF DATE 01/22/07 OMEADLTE IOOICACED TOP CRRIO SHILL HATE 1ROPERLY AfTAMW ITOICTUTAI 1A11011 AID OTTER CHORD SHALL HAVE 1 1967. - / ' A PRCPmLT ATIAUI[D A[6[0 CE [L771L. BC DL 10.0 PSF DRW CAUSR7175 07022004 D A r1SI A (APT OF 'O WL TILL 005104 TO 111E LRTTALIATEOI ISIDTRACO. LLD OIA0 C401901104/S / DIS / I WM, 11.1111. . A10UP. TIIC. SEMI HOT DI RESPORTIOLE FIR ANT DIY IAf10I MR MSS 0151(0. AA• /ALLURE TO BUILD THE TRUSS • 1 all 22 + I BC LL 0.0 0 PSF CA -E NG TSB / GWN * G IY CMFlE1011CL HLTH TPI: 02 PAERICATCM, NAHILIAC. 19091110. LISroLlIl6 O Man EF MUSSEL. IT D_SCe1 [DIFORHS YETI APPLICABLE +00015(005 Of WS EwTIORIL OES100 SPEC. bY AFSPA) AHD 1P[. ACPIIE OREGON TOT . L D . 45.0 PSF S E ESN - 12931.0 CMICCTIR PLATES ARC 0006 or 2o018/00c0 H( IR.SS /R) ASTH 04 AO 53 01E 40105 DI. E(H;TS) DAA.Y. STEEL. APPLE PATES 10 EACh FACE OP TRUSS 0110, 1.1/LESS OINLRYL51 LOCATED on TICS MS[ON. POSLTIM PER ONADINGS MA •Z. AY/ IASPELTIO• OP PLATES FOLLOIE) OT C5 SHALL HE POI AITE1 43 GI 1P11•2001 SEC.!. A SEAL OR THIS ,p,, y 6 [7W EAua*camponema amp, Ioc. 1739111 SNAIH lrMIlIILT (HIS 01M EEEETT 11 MELT 111 THE /LOSS DI Or Tn toLoW. OUR .FAG. 1.15 FROM BB -, ��m,�9S'LO Dl[LOIRI WSIERER PER ARSE/TP[ 1 SEE. 0. Uc.EI®.B/D01D7 SPACING 24.0' JREF- 1T457175Z09 P - I- I'M 0►N YHLI'ANLI) r11un cunrUIRR Inrul (I -uA!,) o. UJfL1..,101IAI 44.0.1"1IY ,.. ...,,........ (0107149- Job:0107149 /KECK ADDITION -- 12211 SW SWEENEY PL TIGARD, OR 97223 - BGE) . fop chord 2x4 HF #2 100 mph wind, 15.00 ft mean hgt, ASCE 7 -02. CLOSED bldg. Located . Bot chord 2x4 HF g2 anywhere in roof, CAT II, E)CP C. wind IC OL =6.0 psf, wind BC OL =6.0 c Webs 2x4 HF Std /Stud psf. ` Is Wind reactions based on MWFRS pressures. In lieu of rigid ceiling use purlins to brace BC @ 24" OC. • Is See DWGS A14015EE1106, GBLLET[(91106, & GBLBRSTO1106 for more requirements. Deflection meets L/350 live and L/240 total load: c Truss design per IBC sect. 2306.1. 10.00 psf non - concurrent bottom chord live load applied per ANSI /TPI 1. c U L 0 C • C • • L U U n • 0 I- • 0 . 0 • 4X5a. . 5 S 1-7 -1 0 1, I 1 0 4 4 / T c • u 2X4 (A1) a 2X4 (A1) 8 1.5X3 III 7 . 7 1 • I- I -2 0 0 —2 0 0 —a. G L. 3-0-0 ,I- 3 -0-0 _I • c 1 'c 6-0-0 Over Continuous Support U - R-142 PLF U °1Q0 PLF W =6 -0 -0 • Design Grit: TPI-2002(STD)• /IBC PLT TYP. Wave Cq/RT = 1.00(1.25)/10(0) 7.25.0411. -•pR QTY :1 OR /- /1 /- /- /R /- Scale =.5 /Ft. Uttss Crunpaomtaof0]eaa[ (SU3�3i7 = dam �'fl ®�iLSii i i�RO1� « I T ` ia ' li� `' PU ' [L Y it ` hEO'8- mi e " rr l me . E ila p AV TC LL 25 .0 PSF REF P7175- 61025 • Poswvi1h4stExl,c(multw0(( HUTH 1.1C STREET. SUITE 112. ALRMORIA. VA. 2x3/4) 000 WT 1 (IMO MSS 031111C/1. OF APCRIC1, 6300 ` 4 0 IN 1p F. ' € LAX[. 110[30X, 11 61711 FOR 1AIETY PgCT[CES PLCO11 TO /11 (X137 r U11 . C SS Ms • T C O L 10.0 PSF DATE Ql / O CI1ER 0 I SC [110 TOO ( X1011 S11 HATE 100110(17 ATTACIEO STRU.IURAL PA,0111 AND BOT10 coon SHALL 607E A PR AT 111110 [[11[01. BC DL 10.0 PSF DRW CAUSR7175 1022005 fp zN €UUIS A CWIT Sr TH11 0CS(60 TO I IA COHBIAQOR. all BWl0IB0 c1 oon :1's 1- OI I1[ S NALL ROT D[ RE1/d \ 5(810 i'OR K0 OCVCATIdI FRO/ 1111; OES[FN; 607 FA[LIRf r0 W[10 IHE Tills , , 8 C IL 0.0 . 0 PSF CA - E N G T SB r [I COI0 6A/It6 YIT11 TII; 01 rABR[CAT1Il.. 0/11(4.114. SHIPP(61. IXiTALLIIL 1 !amino or TRESSES. I J'. , iT 011[011 CONFORMS PITH APRItAOIE 11001510 4 Of HOS OlAMIE& .ESI60 SPEC. la AFI A) IAD TPI. ALP WAS • C ./. CIIOCCrTT PLATES ARC 14011 IF 20/10/161% (11.X)3171) ASIH 6653 0(0(0 40;60 (N. 1711.11) BAIT. STEEL. AP'LY 0 1B� TOT . L D . 45.0 PSF S E Qld - 129313 18105 10 EACH rAi[ 01 TRUSS MD. OHICOS *DENIM 16[6[70 W [HIS 01514121. 702[7100 Pdl GRAM (165 16]6 -2. MT INSPECTION or PLATES FILL0MCP IT (1) 51111 BI VCR A16111 63 Or TP[:•TAO( SF.C.3. A SQL OH [HIS - • �jQ N( ��' DUR . FAC . 1.15 FROM BB 0 m v uIlding 0 U6( 1a1(0 6r 2001 SIs[0WV 01 01(0 T 0lSC0 TT ELT F 1 r00W! SOS THH1 TRUSS 1 i4 0o I TE � a w ' SaauodLtc,CA95928 . 611.0011 060100[11 PER 111111IPC L TIC. 1. LI0.EIP.W SPACING 24.0" JREF- 17457175209 1- • ASCE 7 -02: 100 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, I = 1.00, EXPOSURE C a I- -. 2X4 BRACE (1) 1X4 ° I" BRACE • (1) 2X4 '1." BRACE • (2) 2X4 "L" BRACH •• (1) 2X6 '1:' BRACH • (2) 2X6 "L BRACE •• n GABLE VERTICAL NO ROUP SPECIES AND GRADES: I U H SPACING SPECIES' GRADE BRACES GROUP A GROUP B GROUP A GROUP B GROUP A GROUP 8 GROUP A GROUP B GROUP A GROUP B t F. O 1 / p 4' 2' 7' 3 7' 5" B' 7" 8' 9" 10' 2' 10' 8" • 13' 6" 13 10" 19' 0' 14' 0" BRACING GROUP N SPF g3 4' 1' 6' 9 8' 9" 8' 7" 8' 7' 10' 2' 10' 2" 13' 5" 13' 5' 14' 0' 14' 0` GROUP A: Z 17 STUD 4' 1 8' 9" 8' 9" B' 7" 8' 7' 10' 2' 10' 2" _ 13' 6" 13' 6' 14' 0" '.- 14' 0' SPRUCE- PINE -IIR 1113E -1111 0 STANDARD 4' 1' 5' 3' �. 9' " " 6 ' 7" 9' 3" 10' ' 11' 0" 3' ! 1 0 ° 14' 0 " 14' 0° }PI 9 / 3 02 I� 51(10 I l ` STUD a 93 19TANDARD SP /2 4' 6' 7' 3" 7' 9" 8' 7' 9' 3" 10' 2' 11' 0" 13' 5" _ 14' 0" 14' 0" 14' 0" DOUC T7R -( IEEE 9067ffi PINE a ..4.) #3 4' 3" 8' 11" 8' 11" 8' 7" 9' 0" 10' 2" , 10' 9' 13' 6" 14 0 14' 0" 14 0" 1P3 ,Q3 Q DFL STUD 4' 3" 6' 10" 6' 10" 8' 7" 9' 0" 10' 2" 10' 9" 13' 5 14' 0' 14' 0' 14' 0" MD 1 S1 STANDARD 4' 2 5' II" 5' 1I" 7' L0" 7' 10" 10' 2" 10' 6' 12' 2' i 12' 2" 19' 0' 14' 0" STANDARD STANDARD I # / #2 4' 10" B' 3" 8' 6' 9' 9" 10' 1" 11' 8' 12' 0' 14' 0" 14' 0" 14' 0' 14' 0" U U S _ $3 4' 8 _ B' 3" 0' _ � a 9" 9' 9" 11'8' 11' 8" 14' 0" 14' 0_ 14' 0 14' 0' 0 STUD 4' B 8 3" 8 ' 9 9' 9' 9' 9 11 8' 11' 8" 14' 0 14 0 14 0 14' 0" + GROUP B: U 1-1 0 HF : STANDARD 4' B' 7' ' 3 1 7' 1' 9' 4 B' a 11' 8' 11' 8" . 19' 0" 14' 0' 19' 0" 14' 0" I BEN-nR I 11 5' 3" 8' 3" 8' 11 9' 9" 10' 7' 11' B' 12' 7" 14' 0" 14' 0" 14' 0" 14' 0" a it & SIR r SP /2 5' 2" 8' 9' • 8' 11" 9' 8" 10' 7' 11' 0' 12' 7' 14' 0" 14' 0' 14' 0" 14' 0" 91 a i #3 4' 11" 8' 3" 8' 6" 9' 9" 10' 4 11' B 0" 14' 0' s ' 12' 4' 14' 0" 14' 0" 14' 0 W � --1 DFL sill° 4' 11" 5' 3' B' 5" 9' 9" 10' 4' 11' B' 12' 4' 14' 0' 14' 0 14' 0" 14' 0 SD1fl 1 DlA1 PINE DDUCTAS 17R -L ARCS , — STANDARD 4' 10" 7' 3" 7' 3' 9' 7" 9' 7 11' B 12' 0" 14' 0" 14 0' 14' 0' 14' 0" I I O z I i ]l2 I ' 8 1 / e2 5' S° 9' 1' 9' 4" 10' 9" 11' 1" 12' 10' 13' 3' 14' 0" 14' 0" 14' 0' 14' 0" • d4 SP F ,y3 5' 2" 9.1 9' 1" 10' B" 10' 9" 12' 10' 12' 10' 14' 0" 14' 0" 14' 0' 14' 0" 0 C) • HF STUD 5' 2" 9' 1" 2' 1" 10' 9" 10' 9" 12' 10' - 12' 10" _ 14' 0" 14' 0" 14' 0" 14' 0" • Q STANDARD 5' 2" 8' 2" 8' 2' 10' 9" 10' 9" 12' 10" 12' 10' 14' 0" 14' 0" 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: ' x' 01 5' 9' 9' 1" 9' 10" 10' 9" 11' 7" 12' 10" 13' 10" 14' 0" 14' 0" 14' 0" 14' 0" z SP #2 5' B" 9' 1" 9' 10" 10' 9" 11' 7" 12' 10" 19' 10" 14' 0" 14' 0" 14' 0" 14' 0" ins LOAD norm: emu CRITERIA IS 1 /2AD. C\I � DFL 5-11J° 5' 5" 9' 1' 9' 7' 10' 9" • 11' 4 12' 10 ._ 1 8" 14' 0' 14' 0" 14' 0" 14' 0' PROVIDE OONioNOUS HEARING (5 P39 Tc DEAD LOAD). STANDARD 5' 3' 8' S" _ 8' 6' 10' B' 11' 1' 12' 10" 13' 3` 14' 0" 14' 0" 14' O" 19' 0' GABLE END SUPPORTS LOAD FROM 4' D' _��p OU7LOOLQ$LS RIM 2' D' OVERHANG. OR 12' L ABD[17j't. PLYVOOD OVERHANG. U O ATTACH EACH 'L" BRACE WITH 10d NAILS.' B C GABLE TRUSS 1 � 4 TOR (1) "I: BRACE: SPACE NAILS AT 2" 0.C. 2 ■ �� 914 R2N OR BEl'L1T8 IN ID" MO 20NF3 ANtI L" 0.C. 1D3lXLB1( EWES. DIAGONAL HRACH OPTION: i i O **MIN (2) 1' BRACES: STAID NAD AT 3 ' D.C. VERTICAL LENGTH MAT BE i � RI I B ZONES AND 8" O.C. BR1 11EEN 3061 ®. DOUBLED T ED � CON N EC O 1." HRACOiO MUST BE A MINIMUM OT 80E OF WEB BRACE IS 0320. CONNECT DucoNAL BRACE FOR 1.80 B' CE 111 a! 1DHB91 LENGTH. . G A 14'. i GABLE VERTICAL, PLATE SIZES 7 C aI4 MO. 13 OR ' VERTICAL LENGTH NO SPLICE: BETTER DIAGONAL ■ 2333 THAN 4' 0' 1X4 OR 213 2 VRRTTCAI. 4SNC7R BROWN BRACT„` 9[NOLB l• GREATER MAN 4' Cr, 3U7 U IN TABLE ABOVE. DR DOUBLE CUT �\ C (38 THAN 11' e' 2X4 4I, (AS BHOVX) AT •. • ■ ■ • ■ ��1 : i _41 GREATER THAN 11' 8' 25X4 / UPPER END. �='� ■N� N� — l/ 0N1111U0U3 BEAM + REFER TO COMMON 7R11SS 0251(20 FOR PEAR SPLLCE, AED TEE, PLATES. CONNECT DIAGONAL AT • `• ' REFER 'TO -CHART ABOVE TOR MAX GABLE VERTICAL LENGTH. . MIDPOINT OF VERTICAL WEB. T ■■VAUIOEJ•r TRUSSES REaJIRE EYTRETE CARE IN FABRECATIMI, HANDLES. SHIPPING, 1NSTALLDIt AND � , � A A F gw . REF ASCE7- 02— GAB10015 BRACING. REFER TO Ku Ku MUM; I; COWMEN" SAFETY NFONN TTON), PUUI,(oND r TPC (TRUSS PLATE vY OISTEIUTE. SIG NORTH LEE. SIR. SUITE 312, ALOTANDRIA VA. 2231{) AND VTCA NCDD TRIGS CONCIL IF AR DATE 11/1/06 ERRSA, 6300 CNTTRPRISE DAMSON, WI 537(9) PUR FR PARR SAFETY ACTIECS PA TO PERrURIEHG THESE \� a1 0 ' . ::UNCTIONS LRLESS OTRETNttE INDICATED, TDP CItED 21&L HAVE PROPERLY ATTACHED STRUCTURAL _ PANELS AND BOTTUN O10RD MALL HAVE A PRIPER_Y ATTACHED RUB ILIUM ', 19' '� / DRP/G A10015EE1106 1RIIPORLPNT■)' FURNISH COPY or THIS D Sff/I TO MSTALIATIOH CEPITRACTIM ALPINE ENGINEERED — FRIG G ALPINE PI7�IA T3, 1160, SHALL NDi !E RESPDIS[R C F6Q ANY IEVIATIIE IRON PHIS X5101, ANY FA0.1SE TO RUILO THC T RU S S M CDFQ WITH TP11 ER rs. ACATING, HANILIHG, SHIFPIN6, INSTALLIFIS i • RRA^1NG IF TRUSSES 1:ESEQ1 CEPI.00 S VTR APPLICABLE PRIVIS� RYSAM R IS OF NOS (H4TAL OESICH SP BY y71PA1 AND LPL ALPINE CONNECTOR PLATES ARE NATE OF 20RB/)6GA lVH/SS /K) AS TN A6S1 ORATE OREGON TOT. j,D 60 PSF 40/60 N,O /H,SS) GPLV. STEEL. APPLY PLATES TO EACH FACE or TRUSS AVID, UNLESS OTHERWISE ALPINE ENGINEERED PR(>d9ICTS, RAC. LD'4TE6 DI THIS (Rum POSETIDI PER ORAVIYISS tfAA -2. AM' INSPECTOR OF PLATES F]LLDVED NY (I) ' (5 , THIS PONPANO BEACH, FLORIDA PR(GEssAMAAL ENGDEERNIGG R ALRY FOR 111E T'TRUSS OPPONENT OESIGN wow. ACCEPTANCE c . 4 . VI, .11A _ I - • SUIrAOLILY APE USE a THIS DI POEENT FOR ANY BUILDING IS THE RESPDISIBD_tT• DT THE BUILDING 'MAX. SPACING 24.0 1- IESIG7ER, PER ANSI /1P[ I SEC. 2. 114.Exp. WON ' GABLE DETAIL I GABLE VERTICAL PLATE SIZES RII 8114 Y RUING HEMBER f sYL[. 1 VERTICAL LENGTH PLATE Jr PLATES meER c ABOUT © FOR LET—IN VERTICALS 11SITfjSN CHORDS SIZE OVERLAP' LESS THAN 4' D' 1x4 OR 2x7 , 228 r. GREATER THAN 4' 0'. BST 2E4 2025 TOENAIL rORNdLL c : er L553 THAN 11' r 1� C �� ` GREATER NAB 11' 8' 25X4 2.5X8 , Q REFER TO ENGINEERED TRUSS DOUGH POE PEASE . 1 c SPLICE, WEB AND HEEL PLATES. u . 0 • IF GABLE VERTICAL PLATES OVERLAP. USE A TO CONVERT T " L PROM 'L' TO 'T° REDIFORCDIG MEMBERS, 0 SINGLE PLATE TO SPAN THE WEB. MULTIPLY ' FACTOR BY LENGTH (BASED ON GABLE • VERTICAL SPECIES. GRADE AND SPACING) FOR (1) , •` EXAMPLE: 2X4 d 2x4 "L" BRACE, GROUP A. OBTADIED FROM THE • 4 GABLE © APPROPRIATE ALPINE GABLE DETAIL FOR ASCE OR C VERTICAL ` / 2X4 2X8 J SBCCI RIND LOAD. • i ` LENGTH c TYP- i Cr ( ]iAXiMIJM ALLOWABLE '7" RED(FORC GABLE VER7[CA4 LENGTH IN 14' FROM TOP TO BOTTOM CHORD. U WEB LENGTH INCREASE W/ "T" BRACE 0 a 1 WIND SPEED 'P" REINF. 0 AND HRH 2513R. SIZE SBCCI ASCE S 110 L4PH 2 :4 10 % 10 % 15 2:6 40% 60% i 110 1/PH 2:4 10 IL 10 % SO FT 2x8 50 % 50 % 100 MPH 2x4 10 X 10 X p e • aS1 16 FT 2 :6 81) R 30 X ..i. 100 LATH 2x4 10 X 10 X PROVIDE CONNECTIONS POR UPLIFT SPECIFIED ON THE ENGINEERED • c. DESIGN. 90 FT 2x6 40 X • 40 X • 0 ALTACN EACH ‘1 REINFORCING MEMBER KITH ( 90 MPH 2x4 2D X 10 X 16 FT 2x8 0 R 0 X HAND DRIVEN MRS': MRS': 1 1 90 MPH 2x4 10 % I 10 X RIGID SEL117814G 10.1 CONISON (0.148'x g',MIN) TOENAILS AT 4' O.C. PLUS - 90 PT 8 30 R 50 % L • - ;1 4 705 AILS t1 (4) 18d COMMON (0.182" X 3.6 TOENAILS IN TOP AND BOTTOM CHORD. BO CAPE 4 10 % 20 X - IN TOP AND BOTTOM GUN DRIVER NAD,9: 15 IS 2x6 1:0: S: SOX - I 84 COMMON (0.131"X 2.6 %10N) TOENAILS AT 4" O.C. PLUS (4) TOINA 8D KPH 0)24 2 X ]0 R C t BOTTOM CHORD. 2 REOIFORCIi 30 Fr 2x8 2 % 40 - BUXOM 7 D MPH 2x4 R 20 k THIS OET B TO BE 013110 TEETH THE APPROPRIATE ALPINE GABLE DCFAIL POR ASCE 16 I7 2x8 X 20 R OR SBCCI WIND LOAD. R ABCE 7-93 GABLE DETAIL DRAWINGS FO I[PH 2x4 1X 20 9. '' TD-NAl>S A A10016EN1103, A09015EB1103 3 A0801SEN1108, A070158Nt103 30 17 2:8 1 R i TRUSS SPACED AT 4 O.C. A11030ENSlD8, AiOD306N1103, AO9000BNI103, AOB0SOENI103, AO703DBNI103 EXAMPLE: G ARC ? -DE GABLE DCFAIL WI ASCE WIND SPEED = tOO MPH A1 3015ECttO3 Al20156C11D3, AS066C10, 14x156C11816ECI1 MEAN ROOF HEIGHT = 30 fT C 1. 1303011:1103, Al2D30DC11 A11030EC11031 A10D306C110003, . A0 40852011011009 3 GABLE VERTICAL a 24" O.0 HP �3 ASC 7 -OZ GABLE DETAIL DRAWINGNGS S R" REINFORCING bIENBER SEE =2X9 U A l2016EED4D6, A32D16EE0406, 1.1101 A10016ED0 401i, A0851513E0406, "r BRACE INCREASE (FROM ABOVE) 10% 1.10 • i A 1303GI717D4O6, Al20303E0405, 1.110 901504 05, A A10030L4C6, A0 (1) 2x4 'L' BRACE LENGTH = 8 7" MAXIMUM '7' REINFORCED GABLE VERTICAL LENGTH i 4 TORHADS 1: SEE APPROPRIATE ALPINE GABLE DETAIL (ASCE OR SBOC[ 1.10 x 6' 7" = 7' 3" ► LO CEILING 7/1140 AO) ME MAXIMUM UIIREINFORCED GABLE e, --- --- -- VERTICAL LENGTH. • c. I I •LYING REPLACES DRAWINGS GAB98117 878,719 & HC26294035 roIWRNTY 1221 2ES REQUIRE [STREW CARE DI FABRICATING. IIRIOLOIG. SNIPPING, INSTALLING AND 10R UP . REF LET—IN VERT 02A REEFER TI SCSI cMU ILOLI16 C LIFEMDIT SAFETY IMmRHAtSN, PUB L741m BY NI !RRUSS PLATE. a INSTITUTE, 218 BERTH LEE STR, SLUE 312. ILEYANORIA, VA 223L4) MO VTCA Norm Tans mum. WICIL OF ' pINF . DATE 11/1/06 TUN: ON S lf4Li D IICATE16 TIP CIDRO 31.1%1_1_ NAVE PROPERLY ATTACHED STRLCNRAL SC `� � � , PANELS AAD BUTTON ODD SHALL HAVE.A PROPERLY ATTACHED MID CEILING ( 1 DRWG GBLLET1N1106 >wDALRTAvrax FURNISH 03PY OF THIS DESDHI TD DAL GTLATmN CQITRACTOR ALPINE: ENGDEFREO / l - ALPINE PROMO'S. BC. SHALL Nor TIC RESPONSIBLE raft ANY DEVIATION man THIS CES1GNI ANY FAILURE TO • —ENG DLJ /KAR G BUILD THE TRUSS IN CONTTEINANCC WITH TPD DI FABDCATDC. NAMING. SHISFIIG, INSTALID& I IT B 11:1110 Q' TRUSSES. RESIGN COMMIS WITH APPLICASLL PROVLSTRIS or NOS 414AT11NAL DEVON SPEC, HY ArIPA) AND ?L ALPINE CONNECTOR PLATES ARE NAIL EF 20.1.8/166A NA/SS/NI ASTN A613 DRAM OREGON MAX TOT. LD. 60 PSF • lLPNEEMG4NEERIDPRCDUL"T3, NJG 10/LOOTED 60 IVJUAI,SSI (W.V. STEEL APPLY PLATES TB EACH fIOE CIF TRUSS AND, UNLESS D1IERVlg .A�� , H LOOTED III THIS DESIGN. POSITION PER DRAWINGS L W 1.0)A-Z. MY Y4SPECTS OF PLAITS F0.tUVED BY G) 0 2 . 9� SHALL BE PER MIEN A. I3S 111 1 -2002 SEC. a A SEN. ON THIS BRAVING MGM ACCEPTANCE ar y OUR. FAG. ANY a PO BEACH, FLORIDA PROCESSIONAL ERGLNEERIM CESPONSIBILOY SMELT FOR TIE TRUSS cowl:DENT DESIGN SIOV,N TIC � M I - US I NDL T. T PER PHSSJ/ PI I SEC. Z. RIR NIT BUILDING IS THE RESPGIS :60.tTY OF THE MUM 11e60. B'AGO7 MAX SPACING 24.0" 4- ASCE 7 -02: EXPOSURE C COMMON RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS - STIFFENERS T: LT • 100 MPH, 3OFT. MEAN HOT, ASCE 7 -02, H LESS THAN 4'6" - NO STUD BRACING REQUIRED a CLOSED BLDG, LOCATED ANYWHERE IN ROOF, CAT II, A a EXP C, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. H GREATER THAN 4'6" TO 7'6 IN LENGTH PROVIDE A 2X6 STIFFBACK AT MID- HEIGHT AND BRACE STIFFBACK LATERAL CHORD BRACING REQUIREMENTS TO ROOF DIAPHRAGM EVERY 6'0" (SEE DETAIL BELOW OR TOP: CONTINUOUS ROOF SHEATHING REFER TO DRAYfII3G A1003OEE0405 ). a BOT: CONTINUOUS CEILING DIAPHRAGM GREATER THAN 7'6" TO 12'0" MAX: v SEE ENGINEER'S SEALED DESIGN REFERENCING THIS DETAIL PROVIDE A 2X6 STIFFBACK AT MID - HEIGHT AND BRACE FOR LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN TO ROOF DIAPHRAGM EVERY 4' " (SEE DETAIL BELOW OR ON THIS DETAIL. REFER TO DRWG A10030EE0405). • a NAILS: 10d COMMON OR BOX (0.148 "X 3. ".MIN) NAILS OR • * OPTIONAL 2X L- REINFORCEMENT ATTACHED cL 0.125 "X 3. ",min NAILS. TO STIFFBACK WITH IOD BOX OR GUN L GUN ( ) (0.128" X 3 ° , MIN.) NAILS ® 6" O.C. a I- • a a I . ' r)1111111111/021M1( I I r . 2X4 BLOCKING 4 NAIL TO 45 S HEATHING AND 24' liax: EACH TRUS H • {TA) i 1 ,.. . L II C El I Z 2X4 STUD, #3 OR BETTER rr H/2 DIAGONAL BRACE *-11 z ATTACH EACH END c FOR 560 #. . t t - /CO NTINUOL`S BEARIN v. 2X6 #2 STH•r1JACK ATTACHED TO EACH STUD W/ (4) 10 D BOX OR GUN (0.123" X 3 ", MIN.) NAILS. THIS DRAWING REPLACES DRAWING 59469/GE mAVARNITMA TRUSSES REQUIRE £MTREHE CARE IN FABRICATDIG• HANOI I6, SHIPPERS. INSTALLING ANU i;. TC 1L PSF REF GE WHALER i BRACING. REFER TO ICU (022,12116 CUHPC2TENT SAFETY I7FDBAATRIN7. PULLS/ED BY TPI :TRUSS PLATE o w e ANEW:CA 63170 ENTERPRISE LI, OAID 53711) FOR . SAFETY AND 3 P8ACT'ICET PRO TO IIESC ; � ' ,DL PSF DATE 11/1/06 HCT PRLUB& LYLESS ODEV : RSE INDICATED. TPP 04130 0I SHA.L HAVE FRO MM ATTACHED STRUCTURAL 19L575P PANELS AND KITTEN CORRD SWILL HAVE A PRIFCRLY ATTMED RIM MUM - s DL PSF DRWG GBLBRSTD1106 ' 7 i�DFOTTART7� FLIRIS191 �W DP THIS OTEI it TD 06THLATm)N CRNTRACTCR ALPOAC CI12BIEFRED , / J D ALPINE PIDC7JLTS. Dr SWILL rrJT IC RW' OILSOLE ICR Al1Y IIEV IATCON IIEBI THIS IICS ANY FAtLUI TO BC LL PSF -ENO SJP/KAR O: BU7.D TIC TRUSS IN C PIFm6ANCE WIN TPD DA FABRICATING. HAULM, SIDTAIM, INSTALLUIG 0. (T BRACING II TRI7SSCS. DESIGN COAFERAS %RTH APPLICABLE PROVISTC1AS IF NOS GIATIDAAL LESION SPEC, OREGON TOT. LD. PSF BY AFIPA) NO TPI. ALPDE CQIIIECTOR PLATES ARC NATE IF 31 /Le/t6GA NyVSS/E) AETH A633 GRADE 40/60 (VJQH,SS) GAIN. STEEL APPLY PLATES TO VCR FACE IT TRUSS ANO. U71ES2 OTHERVISC Q X5133,4 ALPINE ENOINEER®PRCOUCT9, PIG SHALL TILT OESSN, MUM PER DRAWINGS 1 NY w 60A -2. OM OF PLATES FOLLOWED BY al SlitLl ]C PER ANNEX A3 OF TPC 0 -20D2 SEC 6 A SEAL ox THIS CRAVING INDICATES AGCiPTNA•'E OF 1 ., l► , 17 DUR. FAC. • POMPANO BEACH, FLCREIA PRCTCSSD?YY_ E NINEERING RESPDLSIBL]TY SMELY FDA TIC TRUSS CEDPONINF DESIEN SIWN THE SIBTABIUTY ANO USE EF MCI CD'POAEN FOR AI BALDING IS THE RESPONSIBILITY OF TIE 'FURRING Lic.EJP B SOI07 RESOIER, PER Mann SEC a MAX SPAC 24" I=