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Permit Support Document • IN TIGARD City of Tigard August 6, 2015 Amy Koppler 14825 SW 92nd Ave. Tigard, OR 97224 Re: Permit No. 1v1ST2015-00128 Dear Applicant: The City of Tigard has canceled the above referenced permit(s) and encloses a refund for the following: Site Address: 14825 SW 92"Ave. Project Name: Koppler Job No.: N/A Refund Method: ® Check#218201 in the amount of$245.64. ❑ Credit card"return" receipt in the amount of$ Note: Please allow 2-5 days for this refund transaction to be credited to your account by the company that issued your card. ❑ Trust account"deposit" receipt in the amount of$ Comment(s): Refund 100% of permit fees as permit was created in error prior to planning approval;garage addition cannot be built as proposed. If you have any questions please contact me at 503.718.2430. Sincerely, Dianna Howse Building Division Services Supervisor Enc. 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.639.4171 TTY Relay: 503.684.2772 • www.tigard-or.gov 1!!!!!!! City of Tigard TIGARD Accela Refund Request This form is used for refund requests of land use, development engineering and building permit application fees. Receipts, documentation and the Request for Permit Action form (if applicable) must be attached to this request form. Refund requests are due to Accela System Administrator by each Wednesday at 5:00 PM. Please allow up to 3 weeks for processing of refunds. Accounts Payable will route refund checks to Accela System Administrator for distribution to applicant. PAYABLE TO: Amy Koppler DATE: 8/3/2015 14825 SW 92"d Ave. Tigard, OR 97224 REQUESTED BY: Dianna Howse BT TRANSACTION INFORMATION: Receipt#: 201648 Case#: MST2015-00128 Date: 7/14/2015 Address/Parcel: 14825 SW 92nd Ave. Pay Method: Check Project Name: Koppler EXPLANATION: Refund 100%as permit was created in error prior to approval by planning,garage addition cannot be built as proposed. REFUND INFORMATION: Fee Description From Receipt Revenue Account No. Refund Example: Building Permit Fee R4nmple: 2300000-43104 $Amount Plan Review 230-0000-43106 $245.64 TOTAL REFUND: $245.64 APPROVALS: SIGNAT ; S/DATE: If under$5,000 Professional Staff ► -' z�j _ If under$12,500 Division Manager If under$25,500 Department Manager If under$50,000 City Manager If over$50,000 Local Contract Review Board FOR TIDEMARK SYSTEM ADMINISTRATION USE ONLY Case Refund Processed: Date: I f /V, By: I f:\Building\Refunds\RefundRequestdoe x 09/01/2010 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Request for Permit Action 0 L q � T I G A R I 1 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503-718-2439 • www.tigard-or.gov ,P��%.s CPW- CITY OF TIGARD Building Division 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503-718-2439 Fax: 503-598-1960 TigardBuildingPermits @tigard-or.gov FROM: ❑ Owner ❑ Applicant ❑ Contractor City Staff Check(✓)one REFUND OR Name: INVOICE TO: (Business or Individual) 4y.) //Off) Mailing Address: /Gf K-95 sj 9d&1 _ City/State/Zip: /Rep. rzi ( 970V-11 Phone No.: (C3 9 a - 11,913-J PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (✓): K:0 CANCEL/VOID PERMIT APPLICATION. El REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). ❑ REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit#: 71g'7 l,$—OOIa Site Address or Parcel#: !4/8'5 CStjj 96,2A-L-14 4zre__ Project Name: KOPQ)�r Subdivision Name: II Lot#: EXPLANATION: 4I04 Iii �I L - ?1)\, 071A1 Cc I CA/1-1ni L., 'In 61 `j4a< i � e ccevAre, hc,. ..42c' - — Date: a20 lS- Print Name: `G�� - Refund Policy 1. The city's Community Development Director,Building Official or City Engineer may authorize the refund of: • Any fee which was erroneously paid or collected. • Not more than 80%of the application or plan review fee when an application is withdrawn or canceled before review effort has been expended. • Not more than 80%of the application or permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check via US postal service. 3. Please allow 3-4 weeks for processing refund requests. FOR OFFICE USE ONLY Route to S s Admin: Date �Ir B • Route to Records: Date dim]. B (71 Refund Processed: Date ef /- IS By •ilTs voice Processed: Date By Permit Canceled: Date c/3 /s B ,P-, Parcel Tag Added: Date By I:\Building\Forms\RegPermitAction_0923 4.doc vail Building Permit Application ,,4 /S 4.. - Residential • (�CEINEP FOR OFFICE USE ONLY rip City of Tigard } Received 13125 SW Hall Blvd.,Tigard,OR 97223 { DateB : .. g Q15 Plan Review Phone: 503.718.2439 Fax: 503.598.19( 1 2 Date/By: Other Permit: TIGARD Inspection Line: 503.639.4175 Date Ready/By: Juris RI See Page 2 for Internet: www.tigard-or.gov 1ttiA141) Notified/Method: -rT'c_ Supplemental Information �IN ONSI `� TYPE OF, REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ❑ Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ I-and 2-family dwelling ❑Commercial/industrial (/ v Valuation: $ 2,{'elDl) ❑Accessory building ❑Multi-family Number of bedrooms: ❑Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: /9g)5' jw 9 a n D/eve New dwelling area: square feet City/State/ZIP: ief, a rd e le, ' 7 ? if Garage/carport area: ,i„b square feet Suite/bldg./apt.no.: -- Project name: Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL:USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Valuation: S .3 al--1-R11 �a I , Q ire r is/tie' r L e R V. Existing building area: square feet 3 "'LLLLLL / New building area: square feet PROPERTY OWNER ❑ TENANT Number of stories: Name: %--,e I, W . 1'1 4'O 2 p / 'r— Type of construction: Address: /1-1/(723-1 J r�J 9 a n/ `T� -t , i Occupancy groups: r 7 City/State/ZIP: — 4 �.4' 0� 19 a a Existing: Phone:(503 90 T iLs 5 Fax:( ) New: 'APPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* (Please refer to fee schedule) Business name: Structural plan review fee(or deposit): Contact name: GJ i 1 Address: / Lie ,' J, /a- 12,a A-rn • FLS plan review fee(if applicable): City/State/ZIP: n Total fees due upon application: �s; ...9 a7�/ 1 a rd Q 9 49 Amount received: Phone:(,p3 /v / _ z Cv Fax::( ) E-mail: A C--vi ', u� , i / , /1� PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* / ! Commercial and residential prescriptive installation of CONT' TOR roof-top mounted Photo Voltaic Solar Panel System. Business name: �a r�f e.7 eve i i n e fi-�n-- and two a2 ment of roof plan with connection details "'J and fire department access,along with the 2010 Oregon Address: P•� r7 V �' G� Solar Installation Specialty Code checklist. City/State/ZIP: < K A /Q t o D 9 -2 0 ea a Permit Fee(includes plan review $180.00 / and administrative fees): Phone:(503) -20 a -. rv.5,,,Q 4P Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lie.: / 02 9 3 Total fee due upon application: $201.60 Authorized signatu \�� ; I, — This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. llog Print name Date: -�} *Fee methodology set by Tri-County Building Industry name I) /la 1 + A i',S� Service Board. (:\Building\Permits\BUP•..,;SI ermitApp.doc 02/24/2011 440-4o 13 I,02/COM/WEB) Building Permit Application Residential ' FOR OFFICE USE ONLY pro City of Tigard Received `� g Date/B lI Permit No '�1r!� ' • 13125 SW Hall Blvd.,Tigard,OR 97223 y .,,1" Plan Review – Phone: 503.718.2439 Fax: 503.598.1960 } Plan Review : Other Permit: TIGARD Inspection Line: 503.639.4175 Date Ready/By: la See Page 2 for Internet: www.tigard-or.gov t q II�Ag) t Notified/Method: �/ Supplemental Information On TYPE OF ‘12 A., REQUIRED DATA:I-AND 2-FAMILY DWELLING ❑New construction ❑Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all ❑Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1-and 2-family dwelling ❑Commercial/industrial Valuation: $ t . 1 r Uz.) ❑Accessory building ❑Multi-family Number of bedrooms: El Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: / ' 5 Si/If 9 no/ .4-1,-.e . New dwelling area: square feet City/State/ZIP: -7/; e4 r6�' ), e 6. '2 ,2 a If Garage/carport area: `3Lj O square feet Suite/bldg./apt.no.: Project name: Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all Tax map/parcel no.: equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. J - 41"/V e`7F� l� C Lt Valuation: $ I ■ ' ' Y I t t r Existing building area: square feet New building area: square feet PROPERTY OWNER ❑ TENANT Number of stories: Name: A's.e n ' . n� ,ci p / r Type of construction: Address: /Lief,?,..5-# J vv 7,a 4 y ! ��/( Occupancy groups: City/State/ZIP: '7i' 4 riI &� 9 , •� 4 Existing: Phone:(5p.3 9D L' Fax:( ) New: VAPPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* • Business name: (Please refer to fee schedule) / Structural plan review fee(or deposit): Contact name: /`JY /C L7 f /`e'lr FLS plan review fee(if applicable): Address: / L�g- S r i1_ Ay( , - City/State/ZIP: 71_ ,� Y� j Total fees due upon application: ' aZ ztS, fit/ (5i3 e.3 4 CV ( ) / Amount received: Phone: 1 ✓ Fax:: E-mail / R ■ /) PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* /C C/�/ r–a r7_ A2 OR 1 �/ / - i i Commercial and residential prescriptive installation of CONT OR VVV roof-top mounted PhotoVoltaic Solar Panel System. Business name: /�j–� LQ r`e1 a e n-7 r n z eTi-� Submit two(2)sets of roof plan with connection details `""7�� and fire department access,along with the 2010 Oregon Address: P e, r7 v �'?a q -2 Solar Installation Specialty Code checklist. City/State/ZIP: /°� '-7 �7 Permit Fee(includes plan review $180.00 '7' i /4 j4717 Cie_ / f/ and administrative fees): Phone:(5 C3) 7 0 - �J5',-„? , Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lie.: I//.2 9/3 Total fee due upon application: $201.60 Authorized signatu ��� ` -- This permit application expires if a permit is not obtained �� �! �-1 rr within 180 days after it has been accepted as complete. Print name /1-.�+ , p/i� Date: / / ��ll A Iv "Fee methodology set by Tri-County Building Industry �/ /7 ..sr Service Board. I:\Building\Permits\BUP-....:3lcrmitApp.doc 02/24/2011 440-4o1,3 r( /02/COM/WEB) I . Electrical Permit Applicatio4 E E'IVIEP lUR OI l I( 1. l St.OM It Ci a Ti and �Ce1"� - I f DatelB r. . • I3125 SW Hall Blvd.,Tigard,OR 97223 14 2015 Ptur Rcwiew Phone: 503.718.2439 Fax: 503.598.1966UL [ Lg Related Permit if: Inspection Line: 503.639.4175 liladv Iyatertiy: • lure 0 See Page 2 for d Ili\tt t l Internet: www.tigard-of.gov CU OF IIGNitb Notified' otified'Method� Supplemental Information ❑ - HYPE OF DIVISION PLAN REVIEW New construction Addition/al lours /aliment Please chock all that apply(submit 2 sets of plans whtcros checked): ❑Service or feeder 400 amps or more ❑Building over three stories. ❑ Demolition 0 Other: where the available fault current ❑Marinas and boatyards CATEGORY OF CONSTRUCTION j exceeds 10,000 amps at 150 volts or ❑Floating buildings. 1-and 2-family dwelling lets to ground,or exceeds 14,000 ❑Commercial-use agricultural ❑ g ❑Commercial/industrial ACCCS5ory building amps for all other installations. buildings. ❑ Multi-family ❑Master builder ❑Other: ❑Fire pump. ❑Installation of 150 KVA or JOB SITE INFORMATION AND LOCATION ❑Emergency system. larger separately derived " " 17 ❑Addition of new motor load of system g Job#: Job site address:/ O S'j� 9a Aye lootlP or molt. ❑"A"°F" City/State/ZIP: "/A r / ❑Six or more residential units. occupancy ii ❑Health care fatalities. ❑Recreational vehicle parks. Suite/bldg./apt.#: Project name: ❑Hazardous locations. ❑Supply voltage for more than ❑Servile or feeder 600 amps or more. 600 volts nominal. Cross street/directions to.job site: FEE SCHEDULE Description I Qty. I Each I Total I = New residential single-or multi-family dwelling unit. Subdivision: Lot#: Includes attached garage. 1.000 sq.ft.or less 168.54 4 Tax map/parcel#: Ea.add'I 500 sq.it.or portion 33.92 I DESCRIPTION OF WORK Limited energy,residential (with above sq.ft 75.00 2 .) T ��� - i OC b''t 1-4.7 itvn.e-1 t`td� ip,�jt;,- { Limited energy,multi-family 75.00 2 I residential(with above sq.ft.) _...__...- M..__ .V.....-.. .,._____ .._.__,...____......____ ._..__-.-.--._..___._.V__..._.. _._..._.__.____. Renewable EnerP,.V ��❑ See Page 2 'Qs PROPERTY OWNER 1 ❑ TENANT Services or feeders installation,alteration,and/or relocation Name: 200 amps or less j 100.70 • 2 Y Address: L � 201 amps to 400 amps 133.56 2 S` ` L 401 amps to 600 amps 200.34 2 City/State/ZIP: t; v' C(-) 7 Z t.( 1 601 amps to 1,000 amps 301.04 2 Phone: 901 Fax:( ) Over 1,000 amps or volts 552.26 2 � ---- I 'Temporary services or feeders installation,alteration,and/or Email: / ip/-e'i .-' 8 4yy)a. I i eie)-nJ 1 relocation _ Owner tnstall Lion:This installation is ein ma on property that I own which is not 200 amps or Tess 59.36 I intended for sale,lea. n or exc.- e cording to ORS 447,449,670,and 701 201 amps to 400 amps 125.08 2 Owner signature '• !��Il — 7 j 401 amps to 599 amps 168.54 2 1 ___�1 _ Date: .---- .1 _� Branch circuits—new,alteration,or extension, r panel Si APPLICANT /i ❑ CONTACT PE N p �.. A.Fee far branch circuits with Business name: above service or feeder fee, 7 42 2 each branch circuit Contact name: ■ , • /-e I"- B.Fee for branch circuits without Address: service or feeder fee,first `4 s a y s 0. an' art , I branch circuit 56.18 2 Each add'I branch circuit 7.42 2 City/State/ZIP: Ij/A /∎ 3_I — /_� Miscellaneous(service or feeder not included) Phone:(5-03 q Q i 41 J Fax::( ) 1 Each manufactured or modular 2 II_dwelling.„service and/or feeder 67' Email: KO/0/0 i_e , �m� i Reconnect only 67 84 ~2 CON 1CTOR Pump or irrigation circle 67.84 2 Business name: k .p -:•(t;t t • i C.-.- Signor outline lighting 1 67.84 2 Signal circuits)or limited-energy ❑ Sec Page 2 2 Address: 9. C) ( , l'.c_.._...__.:fJ Z C - i panel.alteration.or extension. - `"""""--�- Each additional inspection over allowable in any of the above City/State/71P: G,_,4`,,,. y,".- © t; cl-"'� U-S C, inspection i-' _.__. _ Additional ssis (1 hr min) 66.25!hr Phone:( ) t(C •'? L_ Fax:( ) Investigation(l hr min) 90.00/hr Email: 1 D iC { ei ytt 400 . C.c,,,-- i Industrial plant(I hr min) � 78.18/hr { -*11/ cat= inspections for which no fee is —1 CCA Lie.: lo( j•'?c Electrical Lie.: C 6-co Suprv.Lie.: 1 specifically listed('1r hr min) �! I ' ELECTRICAL PERMIT FEES Suprv.Electrician signature,required: Subtotal: Print name: lit C - '' Date: 71q i - 0 Plan Review Required(25%of permit fee): • _ State surcharge(12%of permit fee): Authorized signature: —_-- TOTAL PERMIT FEE: •// �^�''� This permit application expires if a permit is not obtained within 180 Print Hauler j 0 r .+ , .'✓-1'r-r` ' Date: (e(t days after it has been accepted as complete. i j + '1,S II �'J " Number of inspections allowed per permit. I:\B ildin5U'cnnitssiLC PermitApp E[.R f..RE.doc 15ev 116/171:),01 5 440.451 St'{11135/COMAYEt i • ■ RECEIVED JUL 14 2015 M CITY OF TIGA iTe k� BUILDING DIVISION MITek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights,CA,95610 Telephone 9161676-1900 Re: 1 5-MM3445 Fax 916/676-1909 Greg Larson G.C. The truss drawings)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Precision Roof Trusses, Inc. Pages or sheets covered by this seal:R44760291 thru R44760292 My license renewal date for the state of Oregon is June 30,2015. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �ED PR OFFS,, c;\`' N(,INEF X02 cc : • 2PE r N N y11\'oj OREGON et9 <u~ 90 FMeER \' 'O OS A. Her' EXPIRES:06/30/2015 June 22,2015 Hernandez,Marcos The tat cm these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. L 30-00-00 8-00-00 22-00-00 r N N N iS O i C)) O b 0 D, A02(14) D ad — - 1 ---- h p 7 , C P G V O - ,- 8-00-00 22-00-00 30-00-00 I Client: Greg Larson G.C. -- Plan : Koppler Garage Quote #: 15-MM3445 Sales : Mike Merriman x126 Order#: [???] 5- N- PRECLS1ON TRI?SS&LUMBER _ 11550 5t Jennifer St Site (?7?] Lot : [???] Clackamas, OR 97015 — �'� V� (503) 656-2983 Pitch: 14 /12 Loading: 25.00-7.00-0.00-10.00 (503) 656-2647 g' h Overhang 12" Date: 06/22/15 13:10:24 i Job Truss Truss Type Qty Ply Greg Larson GC. 844790291 154143445 A01 GABLE 18 2 1 ,Job Referee e_LoR n_a0_ PRECISION TRUSS&LUMBER,MC., CLACKAMIIS,OR.97015 7.620 s Mar 27 2015 Wok Industries,WC.Mon Jun 2211:49:34 2015 Page I I0:91Y3XzZEwv5ZGeDBvW43z3j?m-2ZOOcSFIXvTbKPR?IC2rpvDYT zPMdt000MRsY3tzp 11.041 84-0 I 12+0 3�I 1-0-0 63.0 6-3-0 1-0-0 4x4= Scale=1:52.0 7 i1 2x3 II 2x3 II s e 2x3 11 14.00 12 2x3 II S 9 2x3 II 2x3 11 4 10 2x3 11 2k3 // s� 3 11 d1 2 .,,�1 c c -c. c 111. t2 4 x4= 22 21 20 19 18 17 18 15 14 3x4 2x3 I I 2x3 1 1 2x3 I I 2x3 1 1 2 4 1 1 273 I I 2x3 I I 2x3 11 2x3 11 I 830 I 12.8-0 I 6-3-0 6-3-0 Plate Ofsets[XY)— 12:0-2-10.0-1-81112:0-2-10.0-1-81 �_... LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 006 Vert(LL) -0.00 13 n/r 120 MT20 2201195 TCDL 7.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.00 13 n/r 90 BCLL 0.0 • Rep Stress Inc. YES WB 0.14 Horz(TL) 0.00 12 n/a n/a BCOL 10.0 Code IRCZ01 Z/TPIZOOT (Matrix) I Weight:93 D FT=0% . _ LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G I MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G I be installed during truss erection,in accordance with Stabilizer [_Installation guide. REACTIONS. Al bearings 12-6-0. (lb)- Max Horz 2=251(LC 6) Max Uplift All uplift 100 lb or less at joint(s)12,19,22,17,14,18 except 2=-106(LC 4),20=-120(LC 8), 21=-122(LC 8),16=-122(LC 9),15=-121(LC 9) Max Gray All reactions 250 lb or less at joint(s)2,12,19,20,21,22,17,16,15,14,18 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-303/198,11-12=269/146 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l20mph(3-second gust)V(IRC2012)=95mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.80 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/I-PI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable suds spaced alb k ra 1D..O Forbad=chord law) d aoncnociv.e..v to dh any Atha,live loads. c,'\((' 1 R pFFss s j This You has been de ' 7)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ,\� LNG I N EF9 /Q, fit between the bottom chord and any other members. 9 8)f',Volt rating 1e4mrYron vi 2 P/o tars tazrr aaNirtd1ss'rut.grevn'rulrbel members. 870 2 P E 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,19,22,17,14,18 except(jt=lb)2=106,20=120,21=122,16=122,15=121. 10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIfTPI 1. N /r.. LOAD CASE(S) Standard y9��j<OREGO d�°OWN•O MAER \, On A. H EP\AP EXPIRES: 06/30/2015 /. June 22,2015 A e•Verify design perarrretea and READ NOTES ON THIS AND INCLUDED M1rEK REFERANCE PAGE 151-7473 rev.02/14/2015 BEFORE USE. �� ^vevyr,vdi�hm,vise vriy•.dttr,N,7,.4 c�rvitec.len We r' ,gn'ntn.-.Scany.,'4rr,Tac,wrii, »'.?i«r,�, ri',reiiiv,.d, i,Joeir�c•sr a. Applicability of design parameters and proper incorporator•.of component is responsibility of buildhg designer-not truss designer.Bracing showy. is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek 1 erector.Additional permanent bracing of the overall stnx:ture is the responvbility of the building designer.For general guidance regarding fabrication.quality control,storage.Oearery.erection ono txocnsg.crnsuti ANSI/TP11 Quaff(-Maki 035-85 and SCSI tuSr19fp Component 7777 Greenback Lane Sally Intomiation avoaoble from Tans Note hell ute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Salle 109 __ , cane tleipets rii 95811L_ Job Truss I Truss Type city Ply Erq Lanes,G.C. - , R44760292 15//3445 402 STANDARD 14 1 -- _ .Job_Reference(optional) --- PRECISION TRUSS 6 LUMBER,MG., CLACKAMA8,OR.97015 7.620 5 Mar 27 2015 MTek Industries,Inc. Mon Jun 22 11:4616 2015 Pepe I IO:91Y3XzZEwv5ZG01BvVNig3z3pm-_xW818GZ3T9BgeZg6GF Ww5?TgHbULG7AhyT V TY3im (141 B3-0 I 124-0 134-01 1-0-0 830 6-3-0 1-0-0 4x4= Scale=1.50.9 3 1.1 14.00 12 111\1 2 4 0 A 51>ti d1 2 d 7 8 6 '_' 3x4= 3x4= 2x3 11 e3o 12.6-0 _____I 830 8-3-0-. Plate Offsets(X.Y)- 12:0-4-0.0-0-61.13:0-2-0.0-1-12114:0.4-0.0-0.81 LOADING(psf) SPACING- 2-0-0 CSI- DEFL in (hoc) Udefl L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) 0.05 2-6 >999 240 MT20 220/195 TCDL 7.0 Lumber DOL 1.15 BC 036 Vert(TL) -0.11 4-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES 1N3 0.14 Horz(L) 0.01 4 n/a n/a BCDL 10.0 Code IRCZOT2(17I2007 (Matrix) MOM 513b FT=0% LUMBER- BRACING- TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G I MITek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (1b/size) 2=584/0-5-8 (min.0-1-8),4=584/0-5-8 (min.0-1-8) Max Horz 2=-201(LC 6) Max Uplift2=-42(LC 9),4=-42(LC 8) Max Gray 2=597(LC 14),4=597(LC 13) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or lass except when shown. TOP CHORD 23=-576/94,3-4--r-575/93 BOT CHORD 2-7=12/355,6-7=-12/355,6-8=-12/355,4-8=-12/355 WEBS 3 /354 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vutt=120mph(3-second gust)V(1RC2012)=95mph;TCOL=4.2psf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed; MWFRS(envelope);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)-This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf- P R F 5)A plate rating reduction of 20%has been applied for the green lumber members. ❑ Q 6)Provide mechaalcal connection by others)of truss to bearing slate capable of wixluJaruting WO lb uplift al part's)2,4 �'`� GIN F u_o 7)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced \ �. Fig O standard ANSITTPI 1- (1 2'9 LOADCASE(S) Standard 87022PE r cP y �'oj, OREG N (tom O<fV 9O �'1�&ER \1 \4 On A. H EP�P EXPIRES: 06/30/2015 June 22,2015 A WARNING•Verify design parameters and READ NOTES ON THIS AND iNCLUDED INTER REFERANCE PAGE AW7473 rev.02/16/2015 BEFORE USE. ie.kgn,velidlrA'.nt rrhy-vrIrri147xb..orrtm.'Ron.'hin rise>r,'n1bu nrhy'opt"Ta3na+:1?'n 4,„•m,r�''n•ma cr.5rrtasi nwi G,iI, g carrybrearh. Applicability of design parameters and proper Incorporation of component is responvbEity of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the M iTe k erector.Additional permanent bracing of the overall structure is the responsihiity of the bsAdrg designer For general guidance regardrg tor,,,,..no,.quality control.storage.dee/my.erection anal txocng.consult ANSVIRT Meth Caerfo.03531 and SCSI Soling Component Safety Information avoiabk ham Trim Plots Invelufe,781 N.Lee Sheet,Suite 312,Alexandria.VA 22314. Suite 1 Greenback Lane Suite 109 LdRs414.9 51'CA_958111_ 1 Symbols Numbering System stem y A General Safety Notes PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown In ft-in-sixteenths Failure to Follow Could Cause Property 4 ( I (Drawings not to scale) offsets are indicated. Damage or Personal Injury MAEDimensions are in ft-in-sixteenths. irelliib. Apply plates to both sides of truss 1. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 TOP CHORDS diagonal or X-bracing,is alwdys required. See Bail. 2. Truss bracing must be designed by aln engineer.F<xr 0•1/16" iIIIh ! wide truss spacing,individual lateral braces themselves may require bracing.Ur alternative Tor I a O bracing should be considered. r 3. Never exceed the design loading shown and never 0 stack mcsterials on inadequately braced frdsses. 4. Provide opies of this truss design to the budding For 4 x 2 orientation,locate ` copies erection supervisor,property owner and plates 0 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO location;are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses wii be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. `Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software Or upoft request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%qt time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is hot applicable for ICC-ES Reports; uie with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-I 31 ESR-1352,ESR 19$8 responsibility of truss fabricator.General practice IS to to slots.Second dimension is ER-3907,ESR-2362,E5R-1397,ESR-3282 camber for dead load detection. the length parallel to slots. I I.Plate type,size, orientUtion and location dirnensiohs indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be cf the species and size,and in all respects,equal tc.or better than that specified. , Indicated by symbol shown and/or by text in the bracing section of the 13.Top chords must be sheathed or purins provided at output. use T or I bracing spacing indicated on design. if indicated. 14.Bottom chords require lateral bracing at 10 H.spacing. BEARING or less,if no ceiling is installed:unless otherwise noted. 15.Connections net shown are trre responsibility of others. Indicates location where bearings i b.Do not cut or alter truss member or plate without prior (supports) Occur. Icons vary but ©20 MiTek�r All Rights Resented aPPravgl of an engineer. ��� reaction section indicates joint _ number where bearings occur. 17.Install and load verticypy unless indicated atherwi;e. Min size shown is for crushing only. r NM,c 18.use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TPI1: National D project engineer before use. esign Specification for Metal 19.Review NI portions of this design(front,back,words Plate Connected Wool Truss Construction. and pictures]before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, Fi1 jI" ( 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.02/16/2015 .' ENDPOINT DESIGN INC •' BeamChek v2014 licensed to:ENDPOINT DESIGN INC Reg#7919-1316 KOPPLER EXIST'G. RF. BM. @ (E)GARAGE Date:6/15/15 Selection 5-118x 16-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=10.2 in'R2= 10.2 in' (1.5)DL Defl= 0.50 in Recom Camber=0.75 in Data Beam Span 22.0 ft Reaction 1 LL 4235# Reaction 2 LL 4235# Beam Wt pes It 2455# Reaction 1 TL 6639# Reactions 2 TL 6638 It Bm Wt Included 452 # Maximum V 6639# Max Moment 36515'# Max V(Reduced) 5809# RECE r EP TL Max Defl L 1 240 TL Actual Defl L/241 j r jj� LL Max Defl L/360 LL Actual Defl L/443 Attributes Section(in') Shear(ire) TL Deft(irt) , LL Den .11JI 1 4 2015 Actual 232.55 84.56 1.10 0.60 Critical 164.66 31.57 1.10 0.73 CITY OFTIGARD Status OK OK OK OK BUILDING DIVISION Ratio 71% 37% 100% 81% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2661 276 1.8 650 Adjustments Cv Volume 0.964 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:275 Uniform TL: 462 =A Par Unif LL Par Unif TL Start End 110 H= 121 0 22.0 I H Uniform Load A I R1 =6639 R2=6639 SPAN=22 FT Uniform and partial uniform loads are lbs per lineal ft. Notes A= 11'ROOF TRIB H= TT'ATTIC TRIG SIZE FOR LOAD TO HDR-1 ONLY 4325 LL/6639 TL ENDPOINT DESIGN INC BeamChek v2014 licensed to:ENDPOINT DESIGN INC Reg#7919-1316 KOPPLER HDR @ REMOVED GARAGE WINDOW HDR-1 Date:6/15/15 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.0 in' R2=6.0 in' (1.5)DL Defl= 0.03 in Recom Camber=0.04 in Data Beam Span 4.0 ft Reaction 1 LL 2468# Reaction 2 LL 2468# Beam Wt per ft 6.83# Reaction 1 TL 3821# Reaction 2 TL 3821# Bm Wt Included 27# Maximum V 3921 # Max Moment 7241 '# Max V(Reduced) 3696# TL Max Defl L/240 TL Actual Defl L/820 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(ire) TL Deft(in) LL Defl Actual 42.19 28.13 0.06 0.03 Critical 31.48 20.08 0.20 0.13 Status OK OK OK OK Ratio 75% 71% 29% 23% Fb(psi) Fit(psi) Espsi x mil) Fc 1 (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 150 Uniform TL: 252 =A Point LL Point TL Distance Par Unif LL Par Unif TL Start End 4235 B=6639 2.0 25 H=42 0 4.0 H Uniform Load A Pt loads: 0 /\ R1 =3921 R2=3921 SPAN =4 FT Uniform and partial uniform loads are lbs per lineal ft. Notes A=6' ROOF TRIB H=2'(E) ROOF IRIS B=R2 OF(E)BM.@ 1.5' VERIFY OR PROVIDE 4X12#1 DF.