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Permit CITY OF TIGARD BUILDING PERMIT ` '! 12 COMMUNITY DEVELOPMENT Permit #: BUP2011 -00186 TIGAR.D 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 08/31/2011 Parcel: 2S103DA00500 Jurisdiction: Tigard Site address: 13180 SW WATKINS AVE Project: MIGUES Subdivision: DERRY -DELL Lot: 5 Project Description: Solar photovoltaic system. Contractor: PRO STAT SERVICES LLC Owner: MIGUES, RONALD P & DEBORAH R 2904 E 24TH STREET 13180 SW WATKINS AVE VANCOUVER, WA 98661 PORTLAND, OR 97223 PHONE: 503 - 539 -7772 PHONE: 503 - 888 -6447 FAX: 360- 718 -7092 FEES Specifics: Description Date Amount Type of Use: SF Solar Photovoltaic System 08/25/2011 $180.00 Class of Work: ALT 12% State Surcharge - Building 08/25/2011 $21.60 Dwelling Units: 0 Misc Administration Fee 08/25/2011 $3.00 Stories: 0 Height: 0 ft Info Process /Archiving - Sm Sheet (up to 08/25/2011 $3.50 Bedrooms: 0 Bathrooms: 0 11x17) Value: $2,000 Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $208.10 Required: Required Items and Reports (Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code. State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION' Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952- 001 -0010 through OAR 952 - 001 -0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344 Issued By: l% Permittee Signature: • V c _ Ca I 9.4175 by 7:00 a.m. for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. ` Building Permit Application Residential ' v TOR OTFI�E ti oNLIa 5n;" � 1 Ct of Tl and Received Permit No.. t — . „, i Date/Bv, i i /L� 1 ; f . -” 13125 SW Hall Blvd. f'tf R cc\\,ACC. 7223 Plan Review 1\ 1 e G Other Permit: Phone: 503.639.4111 l fQ3'598.1960 ` `�Q Date/By: i • ` • !t WV �- Inspection Line: 503. } 17 r_ % J Date Ready /By: )uns. B( See Page 2 rue TIGA RD Internet: www.tiga `l . :;• t'd i.gW PV 4?"C) Notified/Method: 1 `I II ;--` • .. : t Supplemental Information TYPE ��� -. , . REQI.1tRET):DAT<ti:t1--AIYD 2= FANt1LY "llW "Et;l.itVC, ❑ New construction 9,‘, \ t Demolition Permit fees* are based on the value of the work performed. 4 Indicate the. value (rounded to the nearest dollar) of all ® Addition /alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CA'1`EGORI'- OF "CONSTRUCTION work indicated on this application. ® I- and 2-family dwelling i ❑ Commercial/industrial Valuation: $2,000.00 ndustrial El building ❑ Multi-family Number of bedrooms: CI Master builder ❑ Other: Number of bathrooms: . ' JOB SITE INFORMATION:= AND:LOCATION"'' , • . - Total number of floors: Job site address: 13180 SW Watkins Avenue New dwelling area: square feet City /StaterLIP: Tigard, OR 97223 Garage /carport area: square feet Suite/bldg./apt. no.: Project name: MIGLIFS Covered porch area: square feet Cross street/directions to job site: Deck area: square feet 8 Other structure area: square feet '5 _ .�_..� _ REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: I 1 Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all -1- Tax map /parcel no.: equipment, materials, labor, overhead. and the profit for the DESCRIPTION OF WORK work indicated on this application. S SOLAR PV INSTALLATION Valuation: S VD 14 Panels Existing building area: square feet New building area: square feet 1 El" PROPER'i"Y, ;OWNF,R -- . - .0 .TE'\AN I Number of stories: Name: MIGEES Type of construction: Address: 13180 SW Watkins Avenue Occupancy groups: City /State /ZIP: Tigard, OR 97223 _ Existing: 4 Phone: (503)888 -6447 Fax: ( ) New: " El- APPLICANT • "' ®.'CONTACT PERSON 1vOTTCE.' Business name: PROSTAT SERVICES 0 mk; k v` v\lt 10 All contractors and subcontractors are required to be Contact name: DALE KRUF,GE12 licensed with the Oregon Construction Contractors Board t C 4 ( - (f t-S. O �i� under ORS 701 and may be required to be licensed in the Address: 8122 NE 9t t Street tt jurisdiction in which work is being performed. If the Ciiy /State/7..IP: Vancouver, WA 98662 applicant is exempt from licensing, the following reasons _ apply- Phone: (503) 539 -7772 Fax:: (360) 260 -7064 �_ vo E -mail: dale.krueger@comcast.net CONTRACT OR Business name: PROSTAT SERVICES BUILD.1NG PERt}IIT,FEES''. ' ' .• ` Address: 2904E 24 Street (Please"iejer to fee ( schedule) . ' '... .. , i 98661 Structural plan review fee (or deposit): City/State/ZIP: Vancouver, WA FtS plan review fee (if applicable): P , i Phone : (503)539 -7772 Fax: (360)260-7064 0;� Total fees due upon application: 1 6. CCB lie.: 189902 Amount received: Authorized signature: z,. This permit application expires if a permit is not obtained rt'dnt name: Dale Krueger Date: within 180 days after it has been accepted as complete. ^ �y * Fee methodology set by Tri- County Building Industry Service Board. I:1tluilding \Permits \BUI' -RES PermitApp.doe 10 /01/09 440- 4613 - 1(11 /02 /COM/WEB) ' Aug 25 11 11:46a Dale Krueger 360- 260 -7064 p.1 TELEPHONE: 360-521-5742 503- 539 -7772 PROSTAT SERVICES EMAIL bhkrug09@gmail.com dale.kruegerOcomcast.net :' q4 n r �sse { F9 � III L . , Fax CI TY AUG 25 2011 OF TICIVID BUILDING DiViSiO t To: BRANDEN TAGGART From: DALE KRUEGER CITY OF TIGARD Pages: 2 (includes cover) Fax: 1- 503 -598 -1960 Date: August 25, 2011 Phone: 1.603- 718 -2449 Re: CC AUTHORIZATION ❑ Urgent ❑ For Review ❑ Please Comment X Please Reply ❑ Please Recycle • Comments: Hi Branden: Here is cc authorization for fees on the MIGUES Solar job. Site address is: 13180 SW Watkins Avenue Tigard, OR 97223 When permits are ready please mail to the address below. PLEASE NOTE THIS IS DIFFERENT THAN THE ADDRESS ON THE FORMS. Thanks for your help. le Dale Krueger Prostat Electric 8122 NE 91 Street Vancouver, WA 98662 503 -539 -7772 dale.krueger(E cromcast.net tii n 1 130' u r ' Y._ 32' Service pane ' -'" .,.._.. . -: i� ...Fd'.. t ` Meter nverter =II lir I !IIII " min. Sec. 304.9.1 olmetric Shade reading 1 5' 5" 4114h■ N 30' Plot FFICE COPY - ATTACHMENTS SHALL BE SPACED NO GREATER THAN 24 INCHES ON CENTER IN ANY DIRECTION WHERE ARRAY IS LOCATED WITHIN 3 FEET OF A ROOF Solar Roof Detail EDGE, HIP, EAVE OR RIDGE. OSISC 305.4.3 (B) 9" min. Sec. 304.9 1 CITY OF TIGARD /' _- Approved P( Conditionally Approved I ] 10 8" See Letter to: Follow [ ] 16' Attached [ Permit Number:1 2 I • Q 1 d' Address: 131 W WA'F N 4 q )t• 23' 6" By: N� 0 S Date: A • Vi ' II, • • •••• ess than 8" Sec. 305.4 -4 • • • • • • • • • •••• • •• • • • • • • • • • • • • • • •• • • • • „.._----- OFFICE-Copy • • • • • • • • Migues 13180 SW Watkins Av Elevation Tigard OR 97223 • PHOTON ARRAY Ai tiv y :i .- ;t PHOTOVOLTAIC A '` F tl I u L :_s 1 Inverter Ratings ,�,:; . �' + - - Make: Power One Model #: PVI3.6OUTD , � '; ',' Utility Meter 1 -• • •- M ax Power @ 40C: 4000w ni - M ax. DC V 600Vdc ='`�� 14 ` °' Nominal AC Voltage: 240Vac 0 Max AC Current (OCPD): 20A , 00 ,s- - Inverter DC DISCO Production AWG #10 PV Wire Disconnect INVERTER Meter �. POS = BLACK j [- I .\:.) • NE R 1 Q n • r— 31zG= B ARE #6AWG Q r . 1 2 • „ / O �~ Integrated Condutors= #10AWG THHN in 3/4" EMT or FMC — Ground # 6AWG Distance 40' Condutors= #10 AWG THHN in 3/4" EMT or FMC Ground # 6AWG 690.53 PV Power Source Sign Distance S' P on DC Disconnects PV Module Ratings Manufacture: NESL RATED CURRENT: 7.7 A Model #: DJ -330P • • • • ••• • RATED VOLTAGE: 416 V •••••••• • • Open- Circuit:Vbltace36.�6• MAX SYS VOLTAGE: 583 V Operation N • '29 7V •• ••• MAX CURRENT: 10.9 A Max String Voltage: 600V OperatingVui tht: • • •Vpltbge Drop Calculations: • • • • Job: Address: Short- Circyit Cprrcnt: •: E 7A • • ;' 1' Returns to roof top disconnect o Migues 13180 SW Watkins Ave Tigard 97223 Max Series Fuse: 15A .23% Returns to inverter Maximum Power(STC): �3QW . .34Wo •Total DC Voltage Drop EXTREME TEMPS: VOC TerrgCoeit: - .337oC • LOW: 0 HIGH:106 otal QC Voltage Drop= .09% • Na tional So1ar m 'ff .- ,,,,, T' 104.3 305.2 Module Attachment- SEE 305.4 -2 Roof Material: ,� , i;.; ' 1. Installation of grid tied solar INCLUDED [ ] Metal photovoltaic system. [ ] Shake 2. Location: , Composition shingle <3 lae'r ' 305,3.1 All penetration will be flashed. 1 g y ' `.. 1 3 i E' 5W WGfIc,v1S A On metal roofs, attachments shall be " , Ki 17d 0 n c( -7 7--3 flashed with standard metal roofing boot 305.4 -3 Loading- PV models and racking or installed in accordance with 305.4 -3 weight less than 4.5 pounds per square . 4. Valuation:$ foot. Attachments every 48" OC. 305.4- 305.3.2 Installation will comply with 3(C) Any attachments within 36" of roof 105.2 Construction Documents Structure Support and attachment per edge, hip, eave or ridge shall be 24"0C SEE INCLUDED code and manufactures installation instructions. Electrical Components: Module size aprox 40 "x65" 304.6 Array will cover plumbing vent(s) Module weig < 3.5 PSF but will allow for the required minimum 305.4 -1 Prescriptive Installations: b clearances of the,pipe's inside diameter. Module Watts: W [ ] Engineering included Total Modules: I li 304.7 PV system shall be installed with System size: '30U kW not less than a 30" clearance around Exempt from engineering - Array installed over light framed wood Refer to electrical diagram for additional mechanical equipment requiring service. construction with 2X4 pre - engineered information. trusses 24 OC and complies with 304.8 PV modules at least 6" from center allowable spans on Table 305.4.1 height above 305.4 -4 Maximum module hei point of valley. roof surface 18" [ ] Exempt from engineering - Array 304.9.1 General Pathway Requirements installed over roof framing in compliance with allowable spans on Table 305.4.1 Solar Photovoltaic Grid Tied (xempt l.A. 12" along ridge Rafter size x & Building Permit Application [ ]Exempt 1.B. 12" along ridge and 36" "OC Form for Single Family Dwellings unobstructed pathway over • • • supporited.ares•• • [ ] Array installed over roof framing [ ]Exemption 2..1 xroetppiCd stlicture with the addition (ORSC Fig. R802.5) of Tic c with a 6' • • • • • s!llara,t1{}n • • • purlins to reduces spans to comply with " p P p Y . >� :; [ ] Alternate Installation requested under allowable spans on Table 305.4.1 304.10 • ... Rafter size x & 050 000 • . • ... • • • • "OC • • • • • • • . • . 304.9.4 it 31"patltiway's4iall berprov•ide to and around smoke and heat vents. • NOT TO BE COPIED OR OULICATEC1 • ••• .. • • • • • • • •• • • • • . • .. • • ... .. • • • • • .1 .• 0 1 • ' 00 00 00 • ' f , ,IrigiM": " ....A!..7.... 2 i , “•ra't ., rna. 4 ' V- ' :.. ',.`;',K. '4■W.A..,.'" ..T."..3:,•••••.',..--",,..- .-k , A '•'''• '-',.., ' h'•.-- 0.^.' , S.- .'' r. 4 ". •"., a -,-- ,•-•' I 4', > ;» , •:"',-; 4 16V,A. ;.A ,,.'' .. ..'".\',1"."'„ r8 i '. '1g ''.:k.•:i:,;.V:441 CITY (0 TIGARD .,' '*-- U ''''' ki ' Building Division Az:: -.1•.-0.,, 13125 SW Hall Blvd. , 61<,4, 1 ,-:.I:-. E'..f' • VI 'Tigard, OR 97223 503.639.4171 0 Dt :1,=?Ati::;,," 4-• ;: efft wartv.tigard-orn, (c -Alcf rcERIED 2010 Oregon Solar Installation Specialty Code AUG 2 5 2011 Check List for Prescriptive Installation of Roof-Mounted CITY OF TIGARD PhotoVoltaic Solar Pan& System BUILDING DIVISION 'Ye..,!.'4 . ! ' t , • ' • ' ;,,, . 1 ..,"/ ' ' e•;.' , ' Installation address: 1 3% a _ ( pf iikylA44.... Cit i tl ift ic:Z:J_().— Zip: C) -7 -2, 2_ '2, — . .. . . . Owners name: . rt) tA to ,,,, ses Contractors name: aec)c-sv-y-- crz ) A CC . . _ Contractors CCB number: i ° . ft) ..... . or If "Yes", does not ' Flood Hazard Area Is the installation - o Yes qualify for the located in a flood 0.1\lo . f p o r l e lo s w c r o i pt v o r plain/ flood way ORSC for design requirements. . .... Wind Exposure Is the wind pcYes if "Yes", qualifies for exposure "C" or less the prescriptive o No . path. . , . . ..... Installations on Is the Ground Snow , If "Yes", qualifies for , detached single/ Load 70 psf or less. the prescriptive two-family dwelling/ path. )(Yes Ground Snow single/ two-family • • •••• Load townhomes and/or o No . • • •••• their accessory • • • • • • • structures. • • • •••• •• • • • Installations on all Is the Ground Snow If "Yes", qualMl, for • •• • structures other Load 50 psf or less. ; the prescriprti,yD „,• • • • • • • •• than above ., path. •• • • ..es • • •••• • o No , ••••: • • • • , . • • •.••• • • • • • •••• • • • • • •••• Is the construction ;material wood and )K Yes ' If "Yes ", qualifies for does the the prescriptive Type of constructions qualify ; ❑ No i Construction as "conventional path. light frame" r 9 construction? Is the spacing 24 If "Yes ", qualifies for ;Pre engineered inches or less. the prescriptive trusses. .Yes ;path, ( Roof framing ❑ No members , .___�_.. __ .,_ _ -. _ Is the spacing 24 If "Yes", qualifies for i Nominal lumber inches or less the prescriptive ❑ Yes path. ❑ No Is the combined Yes • If "Yes ", qualifies for weight of the PV a No the prescriptive modules and path. racking less than or Solar installation equal to 4,5 psi. Is -the solar installation layout in accordance with Yes If "Yes ", qualifies for Section 305.4(3) of ❑ No the prescriptive the 2010 Oregon path. Solar Code. ❑ Metal Check the type of o Single layer of If roofing material is roofing material. wood shingle! shake ` one of the three Max. Two layers types checked, Roofing material qualifies for the of composition prescriptive path. shingle. Is the roof mounted X Yes `_ If "Yes ", qualifies for solar assembly the Connections of the connected to roof ❑ No prescriptive solar assembly to path. • the roof framing or blocking '•••• • directly. • E I- . • • • • • •••• Attachment of roof is the gauge 26 or ❑ Yes If "Yes ", Vail ies for • • • mounted solar less? ° the prescriptive • systems directly to ❑ N0 = path. • • • • • • • • • • • • • standing seam • • •• • metal panels • •• • • • . • • • • • 10 ! : • • • • • Page2of4 •••• • • • 115 lbs for 60 inch If "Yes ", qualifies for Minimum Uplift spacing or less the prescriptive rating of Clamps: o Yes path. El No i 75 lbs for 48 inches E If "Yes ", qualifies for ! i I • spacing or less ; the prescriptive o Yes path. j o No If the spacing falls Spacing of clamps? Minimum 24 inches within 2.4 inches and 60 inches, qualifies i : Maximum 60 inches for the prescriptive path. If the width of the ' Width of roofin 18 inches or Less panel is less than panels? 18 inches, qualifies in for the prescriptive path. - - -- _ ©Yes Size and spacing of Minimum #10 at 24 a No fastener? inches o/c - If "Yes", qualifies for ," the prescriptive path. Is the roof decking E a Yes If "Yes ", qualifies for of WSP min. W o No the prescriptive thickness, decking path. connected to framing members w! min. 8d nails @ 6712" olc. Maximum 18 inches Is the height less If "Yes ", qualifies for 1 Height of the solar from the top of the than or equal to 18 : the prescriptive module to the roof inches i modules surface path. Yes •••• • • o No • • • •.•• •• • • • • • • •••• • • •• • • • • • • •• • • •••• • •• • • • • •• •• • • • . •••• • • Page 3 of 4 • r t { r i .9 Show the location of the PV system in relation to buildings, structures, property lines, and as applicable, flood hazard areas. Site Plan Details must be clear and easy to read. Minimum size of the plan is 8.5x11 inches. Attach a simple structural plan showing the roof framing (rafter size, type, and spacing) and PV module system racking attachment. Structural . System must be shown in sufficient detail and clarity to assess whether it Plan meets the prescriptive construction requirements as listed earlier above in the matrix. Minimum size of the plan is 8.5x11 inches. E I * fv #anufacturer, * Model Number: e+ * Listing Agency: • (XL E) 3 • .... • • • • •••• • • • •... • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • ▪ • • • • a• •• • • • • • • • Page 4af4 •••• • • • 1A C 11SJl 11 Engineers • January 5, 2011 • Mr. Tony Liu Sunmodo Corp. 1915 E 5w Street. Suite C Vancouver, WA 98661 RE: Sunmodo EZ Mount Roof System Dear Tony: Attached please find calculation sheets 1 through A18, dated January 4, 2011, which verify the structural adequacy of the EZ Roof Mount System, as shown on attached Sunmodo drawings dated January 4, 2011 in the appendix to the calculations. Design is based on the requirements of the 2010 Oregon Solar Installation Specialty Code (OSISC) and the 2010 Oregon Structural Specialty Code (OSSC) based on the 2009 International Building Code (IBC). Per our conversation with Sunmodo Corp. we have reviewed the system assuming common conditions for non - hurricane regions in the United States. The design criteria is as follows: • Maximum roof snow load = 25 psf • Maximum 3- second gust wind speed = 95 mph, exposure C as defined in ASCE 7 -05 • Maximum building height = 60 it • • Roof angle range of 0' to 45° • Maximum solar panel weight = 2.6 psf • Attachments to roof at 6-0" o.c. east -west direction and 4' -0" in north -south direction • Maximum stand -off height of 5" above roof • Attachments assumed centered into minimum 2x4 wood members • Rail splice locations assumed 11" from an interior support • All roof members need to be evaluated on a project by project basis for adequacy The system needs to be designed by an engineer on a project by project basis and the applicability of the above design criteria shown shall be verified. If you have any questions or need further information, please call me. Sincerely % ; r • • • • Ea AP • .1°*.."—‘7 • ` � �' i { w ry!» i • Jo, • Michael J. Dut on, P.E. ` " • • •• / • • Attachments Q • • • • ...r y e • *i'i�•; C • • •• ftujoibd121c666 'talc- 1- s- 11.docx • • i •-• •r - ..... 111 SW Fiat, avenue, Suite 2500 Portland, Oregon 07204-3025 (503) 227 -3251 Fax (5031 227-7050 ••• • .. ;:.li,•., F:e,._r.., ., .,0.4! ..: JfL.. .;:Y ..,. r:r::. ::C .add .: P', .rf1 -il:: ,9: .} ?r,:. .. ,r !4. _ :.7::. Iy.0 ^, ( S, 1'JrA • • 1 Project Ea g f .4 0 ., u ,,-,-- ... A , 1 c.:A.. --1 \ iffiriwye, 1 LICA ?AVG Consulting Engineers— 1j SP\ Dcte -- I : Job No. , Clent .) kt it,1\•c 1 Pes.n.Sed 1 fa.rotto, r.,•.^.o.-. , ! 1 I I Dine 1 Z\ C)(,;Gb ._ .... i -- T c, ..F-K,0\hD4- CAL- (1.3.i uP.,Tt,_ ,3 '-; .(.:,-;... cL_. ,'"•. tjk.....:...-.c....-: FL,-, i::: Vt-kci-- %,--,....i, t.:41.,:oi:: t•-knot.Yr zr:-.:1=••=',Tt.,,7„*.A, A, , YP,..\1 \\CYE. - i " ( 10/. jr. 1 -4- \J 1 f f . g•-•0-_ , • ,, fl ,\i 1 _ -\•: , ....- H4;,- 1:i4, • Rcs' 47:4 Cc... L.) 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