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Home My WebLink About136 E. 11th Street Address: 136E 11th Street i3G [-, , (� s + . PREPARED 9./18/15, 8:40:37 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/18/15 ------------------------------------------------------------------------------------------------ ADDRESS : 136 E 11TH ST SUBDIV: CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643-3080 OWNER SONYA RENE WHITE PHONE : PARCEL 06-30-00-0-3-4300-0000- APPL NUMBER: 15-00000918 RES SOLAR PROJECT ------------------------------------------------------------------------------------------------ PERMIT: BSOL 00 BUILDING PERMIT - SOLAR REQUESTED INSP DESCRIPTION . TYP/SQ' COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 9/18/15 LL BLDG FINAL September 18, 2015 8:13:45 AM jlierly. Bobbie --------------------- ---- - -------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION N.. ® 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000918 Date 7/23/15 Application pin number . . . 703490 Property Address . . . . . . 136 E 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-4300-0000- REPORT SALES TAX Application type description RES SOLAR PROJECT Subdivision Name . . . . . On your State excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 22460 Application desc ROOF MOUNTED GRID TIED SOLAR ARRAY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SONYA RENE WHITE POWER TRIP ENERGY CORP PO BOX 3148 83 DENNY AVE PORT ANGELES WA 98362 PORT TOWNSEND WA 98368 (360) 643-3080 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - SOLAR Additional desc . . ROOF MOUNTED SOLAR ARRAY Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 7/23/15 Valuation . . . . 22460 Expiration Date 1/19/16 Qty Unit Charge Per Extension BASE FEE 130.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130.00 130.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 130.00 .00 .00 tp Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL,TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type ' Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00000918 Date 7/23/15 Application pin number . . . 703490 Property Address . . . . . . 136 E 11TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-4300-0000- REPORT SALES TAX Application type description RES SOLAR PROJECT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 22460 (Location Code 0502) ------------------------------------------------------------------------------ Application desc ROOF MOUNTED GRID TIED SOLAR ARRAY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SONYA RENE WHITE POWER TRIP ENERGY CORP PO BOX 3148 83 DENNY AVE PORT ANGELES WA 98362 PORT TOWNSEND WA 98368 (360) 643-3080 --------------------------------- ------------------------------------------ Permit . . . . . . BUILDING PERMIT - SOLAR Additional desc . . ROOF MOUNTED SOLAR ARRAY Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 7/23/15 Valuation . . . . 22460 Expiration Date 1/19/16, Qty Unit Charge Per Extension BASE FEE 130.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 130.00 130.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 130.00 .00 .00 I I I Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work Is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authori Agent Signature of Owner(if owner is builder) T:Forms/Building DivisiordBuilding Permit e ; THE OR'I' ANGELES.S. For City Use CITYTHE OF Permit# W A S H IN G jT O N, U. S. Date Received: �- 321 E 51h Street Date Approved 7-7 ~! PortAngeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:nermits9dtv0' a. BUILDING PERMIT APPLICATION Pro'ectAddress: i � 11 5i �orLt- �rul.�El.� . w /� `��_Z,6Z. Pow E�-` PUP E"e P-49 C4,. Phone: Prima Contact: V'111-1 FLf f-toA.6� Email: ToKN e Pcwt;QT(Zi{�C N� RCzy,Lnr1 Name /A, P—FNE Vv 1l( Phone Soo e � �6 t7- � Pro P rty MailinaAddrens Email Owner oZ G�FlR515r 5uit-i: A *lbf SoNYA w1-itTEA .SN ,cc-K City FD 'F-T Ar1(.—El.e-5 state \NA- ZiP Name Phone pdvst TipEr►� Cc�� bo) &q3_30£�v Contractor Address Email Informationci A EN t�'~I k4 E Te ivN cd, T-cwtA S k;'Np State N1/k Zip Contractors License# PAS W EAZ T E 43`{.a ff f1late: 1 i S b Legal Description: LoY i � Zoning: Tax Parcel#ob3000roject Value: (materials and labor) BtoCtt 3' 3,,M/1P M(,;;AP W1 (Ls+ 3�{3A700000 Residential ® Commercial. ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) 00So� c� Classification For the following_fin out both pages of permit aRplicationt (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes ❑ No 5L Yes ❑ No a --- Project Description iZWF ML'*u.+y" Eb, (�(Z i�- Ti D P� (�rtoCc✓CLri4iCS SoL ELtz fi2cc Is project in a Flood Zone: Yes ❑ NoW Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. -1-7/7-005' 7 Date Print Name Si afore ' 'r Ilk c t A� Cc�L � a �3\1"'Ar•ft Rec'd b HTE Apprv'd _ $130 Fee Application and Checklist for Roof Mounted Residential Solar Panels Project Information: Property Owner Name: Sonya White Project Address: 136 East 11th St, Port Angeles,WA Phone:360-670-3988 Contractor Name: Power Trip Energy Co Registration#:POWERTE934QE Contractor Phone: 360-643-3080 PV system Roof mounted grid tied 8.51 kW Mfg/model#of major equip:SolarWorld description: 27 modules,9.995 kW inverter 315 watt Pro XL PV modules,Fronius IG+ Advanced 10.0-1 Uni inverter Per WAC 51-51-2300,if the answer to the following questions is"yes"a building permit will be issued for simple(10-15kw output) PV systems without further engineering. Section M2302.2.1—Where solar panels are installed on roofs,the roof structure shall be deemed adequate to support the load of the rooftop if all of the following are met: Yes No 1. PV system is designed and proposed for a single family or detached accessory structure ❑ 2. The photovoltaic panels and modules and supporting structure shall be constructed of ❑ noncombustible materials or fire-retardant treated wood equivalent to that required for the roof construction. The installation shall meet the requirements of the International Fire Code as amended by WA State. PV modules are listed and labeled with a fire classification in accordance with UL 1703 3. The PV system is designed for the wind speed of the local area and will be installed per the ❑ manufacturer's specifications. 4. The ground snow load does not exceed 70 pounds per square foot.The PV system is designed ❑ for the wind speed of the local area,and will be installed per the manufacturer's specifications. 5. Total dead load of modules,supports,mountings,raceways and all other appurtenances weigh ❑ no more than four pounds per square foot. Enter total dead load of system(lbs/ft'). [2.69 PSF] 6. Supports for solar modules are installed to spread the dead load across as many roof-framing ❑ members as needed to ensure that no point load exceeds fifty(50)pounds. Modules are mounted no higher than 18"above the surface of the roofing to which they are affixed and do not exceed the highest point of the roof unless approved by the local jurisdiction. NOTE: If site Inspection indicates a concern that the roof structure is not adequate to support the PV module(s),engineering may be required prior to final of the permit. As the property owner or authorized representative of the above listed property, I attest that all information in this checklist is accurate to the best of my knowledge. Applicant Signature: �� Date: 7/22/2015 Applicant Name(Please Print): John S. Fleming,Power Trip Energy Co Relationship to Property Owner: Installation Contractor T:\BUILDING\APPLICATION FORMS\SOLAR PERMIT CHECKLIST.DOC Sunmodule;/' Pro-Series XL a . . . SW 315-320 MONO REALVALUEI 3�N•tuv,00a TUV Power controlled: ruvao..i.,"a�= Lowest measuring tolerance in industry 'O a0000�p1'�^ Every component is tested to meet 3 times IEC requirements J ii j Designed to withstand heavy accumulations of snow and ice j J OSunmodule Plus: Positive performance tolerance ' J ZS25-year linear performance warranty and 10-year product warranty J r fWorld-class quality Ousiil�e�,IEG 01215 L I Fully-automated production lines and seamless monitoring ofthe process and mate- rial ensure the quality that the company sets as its benchmark for its sites worldwide. solarWorld Plus-Sorting �/ Vr@7 I Plus-Sorting guarantees highest system efficiency.SolarWorld only delivers modules S j that have greater than or equal to the nameplate rated power. UL 1703 '7E 25-year linear performance guarantee and extension of product warranty to 10 years • 'tl SolarWorld guarantees a maximum performance digression of 0.7%p.a.in the course • t t of 25years,a significant added value compared to the two-phase warranties common in the industry,along with our industry-first 10-year product warranty." 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.5o]arworld.com/warranty Quality modules made in Germany �r solarworld.com I — — — SoNy� WKi Soy--ham. Sunmodulell Pro-Series XL SOLARWORLD SW 315-320 MONO REALVALUE PERFORMANCE UNDER STANDARD TEST CONDITIONS(STC)' SW 315 SW320 Maximum power Pm„ 315 Wp 320 Wp Open circuit voltage Vu 45.6 V 45.9 V Maximum power point voltage Vm r 36.5 V 36.7 V Short circuit current 9.35 A 9.41 A Maximum power point current yp 8.71 A 8.78 A Module efficiency n, 16-03% 16.28% Measuringtolerance(P,,.,)traceable to TUV Rheinland:+/-2%MJV Power controlled) 'STC:1000W/m=,257C,AM 1.5 PERFORMANCE AT 800 W/M2,NOCT,AM 1.5 I _ SW 315 SW320 Maximum power VT — 240.9 WP 244.4'sNp Open circuit voltage x 39.8 V 40.1 V Maximum PowerPoint voltage Vmpp 33.6 V 33.8 V Shc rt circult current l,; 7.77 A 7.82 A — Maximum PowerPoint current I,,,pp 718 A 718 A Minor reduction in efficiency under partial load conditions at 25'C:at 200 W/m',100%(+/-2%)of the STC efficiency(7000 W/m�)is achieved. Iu 1000 w/m= DIMENSIONS COMPONENT MATERIALS goo w/m= Length 78.15 in(1985 mm) Cells per module 72 Width 38.98 in(990 mm) Cell type Mono crystalline _< 600 W/m= Height 1.81 in(46 mm) Cell dimensions 156 mm x 156 mm 400 W/m Front 3.2 mm Tempered glass ' = Frame Clear anodized aluminum I Weight 49.6 lbs(22.S kg) (EN 12150) 200 W/m= --- --- 700 W/m= TH ERMAL CHARACTERISTICS ADDITIONAL DATA Module voltage IV) VNOCT 46"C Powersorting -0 Wp/+S WP 37" TCI„ 0.042%/K 1-Box IP65 . (5551 - —_" TC« -0.304%/K Connector KSK4 +m0 16(41 TCP-11 -0.43%/K Module fire performance (UL 1703)Type 7 iPARAMETERS FOR OPTIMAL SYSTEM INTEGRATION 5 N 0 W/f♦/N{(J Maximum system voltage SC II/NEC pQ EIJ N_ u, 1000 V Maximum reverse current ZS A Load/dynamic load -- 113/64psf .4/2.4kN):3 o Number of bypass diodes Operating range -40''Cto+8 (161n.(15mrn) `4 r ��S bN CHE�K�isT +'4 1.8 in.(46mmj 1 8(46) 39 0(99(71 -1 All units provioed are imperial.51 units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. 0.98 in(25mrn) SW-01-6056US 11-2014 Friday,January 31,2014 Snaprack- SnapNrack O r m a n 775 Fiero Lane, Suite 200 San Luis Obispo,CA 93401 "Series 100 Roof Mount'Cover Letter cheel To Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on Structural the information provided by SnapNrack. Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC, ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board for Codes and EStandards. ngineer Some of the components in the SnapNrack test data were used to determine the capacity and section properties of materials. We collected the test data using the Saiz Sunrise Blvd. Fair Oaks,CA 95628 procedures outlined in the 2012 IBC Chapter 17. (916)536-9585 (916)536-0260(fax) We included the following types of load combinations and building parameters into 1989-20/3 our calculations: U years of excellence • ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow • BuiIdings with mean roof heights up to 60 foot tilt angles / roof pitches Norman Scheel,S.E. from 0 degrees to 60 degrees. LEED AP BD+C LFED AP Homes The calculations have also been completed in accordance with the 2006 IBC, 2009 Fellow-ASCE SCE ow— IBC,and ASCE 7-05. To use the data contained in this packet for projects that are Fell E-mail:norm<dnsse.com being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009)wind speed in Rob Coon General Manager the Chart in Appendix A, identify the corresponding ASCE 7-10(IBC 2012)wind E-mail:rohcoonknsse.com speed value,and proceed with using the charts contained in this packet with the Steve Smith P.E. adjusted wind speed value. Project Manager E-mail:ste%,esmith[ainssccom In our opinion, the mounting system, outlined by SnapNrack Series 100 PV Mounting System Code Compliance Installation Manual, is acceptable and meets Steven Cooksey the loading requirements as stated above. See the report and calculations included CAD Supervisor E-mail:stcvcn-nssc.com with this letter for more information. Jackie Winslow If there are any further questions,please contact Norm Scheel. J. 5O, Office Mana MerW. E:-mail:iackin nsc .corn Norman Scheel PE, SE0�, LEED-AP BD+C,LEED-AP Homes Fellow S OC Fellow C.E. .28284 EXPIRES DECEMBER 26. Lool SnapNrack Series 100 Snap rack- Project CK -Project Info: Dealer-1 Power Trip Energy Co. Project Name: Sonya White Create Date:I 2015-07-22T14:31:20-0700 BOM#:1 36825 PV Module Data: Module Brand SolarWorld Length 78.20 inches Modell SW 315 mono Width 39 inches Depth 1.80 inches Environmental Requirements: Weight 49.60 pounds Topographic Condition Standard Rated power @ STC 315.00 W Standard IBC 2012 Rail Color Clear Snow Load 21-30 psf Item 4 Racking Color Clear Wind Speed 130 mph Item 3 on Checklist Rafter Spacing 24 inches Roof Attachment Flashed L-Foot System Style: Rail Finish Black Anodized End Clamp Type Universal Grounding Method Lay-In-lugs w/nut Micro Attachment Kits No Edge Screen Trim? No if"Yes",4" or 8"screen? Screen Height inches Tilt Up?LNo Sub-Arrays: UL2703 No Premium Alloy Rail No Bulk Customer No Sub-Array Sub-Array 122" Rail 162" Rail Rail Mid End Edge Roof Modules Splices Clamps Clamps Screen Attachments 1 27 10 6 12 50 8 0 46 TOTALS 27 10 6 12 SO 8 0 46 Page 1 of 3 White Solar Racking SnapNrack Series 100 Calculator Proposed Bili of Materials Part Number Description Qty 015-09822 SNAPNRACK,STANDARD RAIL SET, 1221N,BLACK,6 PC 1 015-09826 SNAPNRACK,STANDARD RAIL SET, 1621N, BLACK,6 PC 1 015-09816 SNAPNRACK,STANDARD RAIL SET, 1221N,BLACK,2 PC 2 242-04013 SNAPNRACK,STANDARD RAIL SPLICE ASSEMBLY, BLACK 12 242-02124 SNAPNRACK, MID CLAMP ASSEMBLY, 1.50-2.00IN,CLEAR 50 242-02215 SNAPNRACK,UNIVERSAL END CLAMP ASSEMBLY, REV 2 8 232-01023 SNAPNRACK,STANDARD RAIL END CAP, BLACK g 242-92051 SNAPNRACK, BLACK L FOOT, BLACK GALV FLASHING,AND BASE KIT 46 051-03418 GROUNDING, LAY-IN LUG W/SS BOLT AND STAR WASHER KEPS NUT,TIN-PLATED CU 5 Total Weight: 79.42 lbs System Total Weight: 1560.00 lbs Array Area=27 modules x(39.4"x 78.46"/144 sq.inch per sf)=580 sf Pounds per Square Foot of Array=1560 lbs/580 sf=2.69 psf item 5 checklist Pounds per attachment=1560 lbs/46=33.9 lbs per attachment item 6 checklist Page 2 of 3 I - Modules Per Row 14 Array Pitch(degrees) 18 Sub-Array Modules 27 Module 2 Building Height(ft) 15 Rows Edge Screen(hi 0 Orientation Portrait Attachment Spacing 72 Attachment Spacing inches Override inches 48 Array Power(kW( 8.505 The maximum recommended rail span for this sub-array is 72 inches,The rail span for modules located in edge:ones is reduced by 24 inches to 48 inches Group 1 Rail Group 2 Rail Group 3 Rail Group 4 Rail Group 5 Rail 122"Rail 162"Rail Row Mid Row End Row Attach- Module Rall Len th Len th Len h Len th Length Oty OtyClams Clams Slices ments Bonding Bondingr� 552.00 4 4 26 4 6 24 14 2 ��❑❑❑U❑❑❑u❑� 513.00 6 2 14 4 t, 22 142 ❑��.��.�� Sub-Array Totals 10 6 so 8 12 46 28 4 White Solar Racking Page 3 of 3 I 'I I