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Home My WebLink About533 Vashon Avenue Address: 533 vashon Avenue-A PREPARED 4/19/16, 9:23:34 INSPECTION TICKET PAGE CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/19/16 ' ------------------------------------------------------------------------------------------------ ADDRESS . : 533 VASHON AVE A SUBDIV: CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643-3080 OWNER WILLIAM ROSS KILDALL, TRUSTEE PHONE PARCEL 06-30-10-5-0-0640-0000- APPL NUMBER: 16-00000503 RES SOLAR PROJECT ------------------------------------------------------------------------------------------------ PERMIT: BSOL 00 BUILDING PERMIT - SOLAR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 4/19/16 BLDG FINAL April 19, 2016 9:14:49 AM jlierly. Bobbie 360-643-3080 owner 452-6387 --------------------- --------- COMMENTS AND NOTES -------------------------------------- DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number 16-00000503 Date 4/08/16 Application pin number 120214 Property Address . . . . . . 533 VASHON AVE A ASSESSOR PARCEL NUMBER: 06-30-10-5-0-0640-0000- REPORT SALES TAK Application type description RES SOLAR PROJECT on your state excise tax form subdivision Name . . . . . . Property Use . . . . . . . . tO the City of Port Angeles Property Zoning . . . . . . . UNKNOWN (Location Code 0502) Application valuation 30936 ----------- --------- - - - - Application desc grid mounted solar,panels ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------:----------- WILLIAM ROSS KILDALL, TRUSTEE POWER TRIP EftRGY CORP 533 VASHON ST. 83 DENNY AVE PORT ANGELES WA 98362 PORT TOWNSEND WA 98368 (360) 642-3080 ----- - - - - - - -------- ------ - ----- ermit BUILDING PERMIT SOLAR Additional desa GRID MOUNTED SOLAR PANELS �Permit Fee 130.00 Plan Check Fee .00 Issue Date . . . . 4/08/16 Valuation 30936 Expiration Date . . 10/05/16 Qty Unit Charge Per Extension BASE FEE 130.00 ---------------------------------------------------------- ----------------- Special Notes and Comments April 8, 2016 9:41:55 AM pbarthol. Permit approved per contractor attesting that all of the requirements in WAC 51.51.2300 for issuance without further review for engineering. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ---------------I- ---------- ---------- ---------- ---------- Permit Fee Total 130.00 130.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 130.00 130.00 .00 .00 C.5 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work orconstruction 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 18.0 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 compiled 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 perform ;cons u on. ;5,,, ance of 6/ Date Print Name Signature of Contractor or Authoriz Agent Signature of Owner Cif owner is builder) T-.Formslai,Aiding omGj0ntBugdjng permR CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 011-0000-- - Application Number . . . . . 16-00000503 Date 4/08/16 Application pin number . . . 120214 Property Address . . . . . . 533 VASHON AVE A ASSESSOR PARCEL NUMBER: 06-30-10-5-0-0640-0000- REPORT SALES TAX Application type description RES SOLAR PROJECT on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Poif Angeles Property Zoning . . . . . . . UNKNOWN (Location Code 0502) Application valuation 3093G ----------- --------- - - - - ----- Application desc grid mounted solar�panels ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ .WILLIAM ROSS KILDALL, TRUSTEE POWER TRIP ENERGY CORP 533 VASHON ST. 83 DENNY AVE PORT ANGELES WA 98362 PORT TOWNSEND WA 98368 (360) 643-3080 --------------------------------7------------------------------------------- Permit . . . . . . BUILDING PERMIT - SOLAR Additional desc GRID MOUNTED SOLAR PANELS -Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . 4/08/16 Valuation . . . . 30936 Expiration Date 10/05/16 Qty Unit' Charge Per Extension. BASE FEE 130.00 ---------------------------------------------------------------------------- Special Notes and Comments April 8, 2016 9:41:55 AM pbarthol. Permit approved per contractor attesting that all of the requirements in WAC 51.51.2300 for issuance without further review for engineering. ---------------------------------------------------------------------------- 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 Separate Permits are required forelectrical 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 18.0 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 p rovisions 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 Sternwall Foundation Drainage I Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor'/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/WaFe-r 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs jSkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW./Engineednq 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 THE For City Use CfTY OF OR NGELES -d3 In P TA Permit# W A S H I N G T 0 H. U. S. Date Received: 321 E 51h Street Date Approved 4, 3-?-Z(a Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0ciZmWa.us BUILDING PERMIT APPLICATION Pr2jectAddress: Tovi e�--TP-tp E"eP-619 Ce;i- Phone: Priman Contact: -1-6R)4 FL,0-7r-w'A(-T Email: T&W-i a FC1W 07X-rXt C-af�-� C-0 tA Name lAvlt"r- Phone 14C7 Z-&17' b I %)�L-WAJ'k �,�LP4- Property Maili Addre Owner 5T9 EVA-SR04 *16, APT. A a- I-L>J 0*At< CityFosur APL-7 e tes- State zip Name Phone POW op-Tfu P E0 EA-6-If (�o (�O) Address Email T Contractor eti#4 :;k:rp P.f Information city State Vv A I zip Contractors Ucense# Date- Le Proje g -K"r Zoning: Tax Parcel# ob 304 c- ct Value:(rnaterials and labor) Description Co w-�J 2 A L'OT--s i 5 116 / B4-0 C r- 6 J5�06 0 0060 $ Residenti Commercial 0 Industrial 11 Public 0 Demolition Fire 0 Repair 11 Reroof(tear off/lay over) Permit (10 Classification For the followina,fill out both pages of permit application: (check New Construction 11 Exterior Remodel El Addition El Tenant Improvement 0 appropriate) , Mechanical 0 Plumbing 0 Other 11 Fire Sprinklei System? Irrigation System? Proposed Bathrooms Proposed Bedrooms Yes 0 No 15L I Yes [3 No R I -� tl,/A- — I — Project Des��tion P-CET' 6�-Ib--'he- b P\/ Y Is project in a Flood Zone: Yes 0 NoW Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ 1 liave 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. Date Print Name Sigr Redd HTE Apprv'd $130 Fee Application and Checklist for Roof Mounted Residential Solar Panels Project Information: Property Owner Name: WILLIAM KILDALL Project Address: 533 E.VASHON AVE, PA Phone:360-452-6387 Contractor Name: Power Trip Energy Co Registration#:POWERTE934QE Contractor Phone: 360-643-3080 PV system Roof mounted grid tied 9.81 kW Mfg/model#of major equip:SunPower description: 30 modules,5&6 kW inverters 327 watt PV modules,SMA 600OTL-US-22 & SMA SOOOTL-US-22 inverters 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 El 2. The photovoltaic panels and modules and supporting structure shall be constructed of 0 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 0 manufacturer's specifications. 4. The ground snow load does not exceed 70 pounds per square foot.The PV system is designed 0 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 0 no more than four pounds per square foot. Enter total dead load of system(IbS/ft). [2.88 PSF 6. Supports for solar modules are installed to spread the dead load across as many roof-framing 0 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 concem that the roof structure is not adequate to support the PV modulle(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 checkUst is,,accurate to the best of my knowledge. Applicant Signature: Date: 3/30/2016 Applicant Name(Please4rinh:t' Jeff Randall,Power Trip Energy Co Relationship to Property Owner: Installation Contractor T:\BUILDING\APPLICATION FORMS\SOLAR PERMIT CHECKLIST.DOCX site Ian for Wiliam Kildall Oak- AVGO 533 4Ee Va e�7, 7 4 Existing City of PA electrical meters. Unit A will be point of grid tie, bottom meter. New production meter adjacent to net meter no New PV array on south facing roof Imagwy 0=1 6. Digttaki*obe TWM9 of Use E-Serles E20 - 327 Residential Solar Panels S!lnrjo��w�r Um� I iie Best Combired'rawer And Pl�.od).�,-Cwarranty TI:: El- Uical ata Co. .1, on ano'Mecha',,,cai.D SUNP WER Ell 20.4% Efficiency High Performance & Excellent Durability 1 "cr I=,ef e So a C e s a r 3 prenm�r or ire migni be High Performance I-,,hver�exct;'ei,r cierformance r ors aS�1:,�n-empera af _�1_�vv R I F C, Proven Value High Efficiencyu Generate more energy per square foot r�Pls dpFi,er mp fp�rUrt,S a17,j P,� P�J,�,Ir r, .je,ic,�1-3!lce tr:zq"i-J--le. -n,,re�,ierz, -�,?r c,� 25)e-S, High Energy Production' Produce more energy per rated watt -ea one r,)"f-,-)I fvari�,, erl�lr& p� a:&IC4 -:'-,is:�cva,,�ase jr,,,ejses(.-,er lyoc! -ce Mlaxpon'�Solar CeIK Fundamen[ally bette-. flrs� /e,�rs to r,-,�et YCIjr ecs. r-2 rerorr-a III�a?,7�-'�Ig-1-IJ'D'T e 1, Engineered for Peace of Mind 20% y�,vled w,(-,,,I;vei-censistenz rc;ible-free Designed for Reliability -re Ma,,,ecr S,Dl,,j ceil is 1�i,(_nly- t)wc cii sniia cx)per n-�)- C_.I� L-,c :or,o�ior e r, j� r c i a I ri e I z� F,a i-, jo�I r',, PHOTON -C riur,�it ,i,P�,vDi i)(if ab;k,.,tes�. S U N P WER Friday,January 31,2014 SnapNrack SnapNrack ENor m' an 775 Fiero Lane,Suite 200 PV 0.1ouiving Systems San Luis Obispo,CA 93401 Scheel "Series 100 Roof Mount"Cover Letter To Whom It May Concern, NXN We have performed calculations for the 100 series roof mount PV system based on tructural 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 NTDS, and guidelines "ed in the Solar America Board for Codes and Engineer Standards. Some of the components in the SnapNrack test data were used to determine the 5022 Simrise Blvd. capacity and section properties of materials. We collected the test data using the 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 our calculations: 1989-2013 24 years of errelience e ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories * ASCE 7-10 Seismic Design Category E 0 ASCE 7-10 Snow Loads up to 120 psf ground snow * Buildings with mean roof heights up to 60 foot tilt angles / roof pitches Norman Scheel,S.F. from 0 degrees to 60 degrees. LEED AP 13D+C IZED AP Homes The calculations have also been completed in accordance with the 2006 IBC,2009 Fenow—SPAOC 113C,and ASCE 7-05. To use the data contained in this packet for projects that are Fellow-ASCE E-mail:-normialmssexom being evaluated to the older ASCE 7-05 wind speeds,refer to Appendix A for a Rob Coon wind speed conversion chart. Find the ASCE 7-05(IBC 2006/2009)wind speed in General Manager the Chart in Appendix A,identify the corresponding ASCE 7-10(IBC 2012)wind E-nmfl:robcoonrahwe.opm 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:9cwsmidCalmrcom hi our opinion, the mounting systern, 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 CAD supervisor E-mail:stayefaIrmex with this letter for more infbrmation. Jaelde Winslow e er questions,please contact Norm Scheel. Office Mawger E-mail:igjjQn= bim S Wceyel E SE LEED-AP BD+C,LEED-AP Homes Fellow SEAOC Fellow A.S.C.E. S OECE SnapNrack Series 100 Snap rack- Project Info: Dealerd Power Trip Energy Co Project Name:] William Kildall Create Dated 2016-03-30TI5:04:47-0700 BOM#:1 45173 PV Module Data: Module Brand SunPower Length 61.39 inches Modell SPR-327NE-WHT-D Width 41.18 inches Depth 1.81 inches Environmental Requirements: Weight 41.00 pounds Topographic Condition Standaq--7 Rated power @ STC 327.00 1W Standard IBC 2012 Frame Color Black Snow Load 21-30 psf Item 4 Wind Speed 130 mph Item 3 on Checklist Rafter Spacing 16 inches Roof Attachment Flashed L Foot System Style: Rail Color Black End Clamp Type Universal Grounding Method UL 2703 Listed Micro Attachment Kits No Edge Screen Trim?, No I if"Yes",4"or 8"screen? Screen Height inches Tilt Up?J No I Sub-Array Sub-Array 122" Rail 162" Rail Rail Mid End Clamps Roof Modules Splices Clamps Attachments 1 23 9 6 10 38 16 48 TOTALS 23 9 6 10 38 16 48 Page 1 of 3 SnapNrack Series 100 Calculator Proposed Bill of Materials Part Number Description Qty 232-01067 SNAPNRACK,STANDARD RAIL,122IN,BLACK 9 232-01069 SNAPNRACK,STANDARD RAIL, 1621N, BLACK 6 242-04015 SNAPNRACK,BONDING STANDARD RAIL SPLICE ASSEMBLY,BLACK 10 242-02055 SNAPNRACK,BONDING MID CLAMP ASSEMBLY, 1.50-2.00IN, BLACK 38 242-02215 SNAPNRACK,UNIVERSAL END CLAMP 16 232-01023 SNAPNRACK,STANDARD RAIL END CAP, BLACK 16 242-92051 SNAPNRACK,BLACK L FOOT,BLACK GALV FLASHING,AND BASE KIT 48 014-06508 LAG SCREW AND WASHER,5/16IN x 3 1/21N,SS(PACK OF 100) 1 1 242-02101 JSNAPNRACK,GROUND LUG ASSEMBLY,6-12 AWG 4 Total Weight: 78.52 lbs; System Total Weight: 1144.22 lbs System Weights and Square Footage Links to Relevant Information SnapNrack System Weight 200.9S lbs Engineering Documents Total Module Weight 943.00 lbs Installation Manuals Microinver-ter/Optimizer Weight 0.00 lbs System Drawings Total System Weight 1144.22 lbs Video Tutorials Array Square Footage, 403.78 ft2 Distributors Pounds per Square Footl 2.83 Ipsf Warranty Pounds per attachment=1144.22 lbs/48=24 lbs per attachment Item 6 Checklist Modules Per 9 Array Pitch(degrees) 12 Sub-Ai ray Moclule� 23 Row Module 4 Building Height(ft) 12 Edge Screen(ft) Rows Orientation Portrait Attachment Spacing 64 Attachment Spacing Array Power(kW) 7.521 (inches) - Overdo; I The maximum recommended rail span for this sub-array is 64 inches.The rail span for modules located in edge zones Is reduced by 16 Inches to 48 inches Greup I Rail Group 2 Rail Group 3 Rail Group 4 Rail Group 5 Rail 122"Rail 162"Rail Row Mid Row End Row Attach- Module Rail tength Length LenKth Length LenKth Qty Qty Clamps Clamps Splices ments Bonding Bondiny 207.90 1 2 8 4 2 10 0 1 [11][JEJ0000 124.S4 2 4 4 8 0 291.26 0 12 14 0 1 EDMENOMEN B2.44 1 -1111 14 lb 1 Sub-Array 9 F 67 38 16 10 48 0 4 Totals Series 100 Structural Engineering Report Maximum Rail Span Maximum Rail Cantilever Interior Edge Zone Interior Edge Zone 75inches 51 inches 25inches 1 17 inches Attachment Spacing Adjusted for Override Rafter Spacing Max Attachment Spacing Max Cantilever Spacing Kildall Solar Racking Interior Edge Zone Interior Edge Zone Page 3 of 3 16 inches 48inches 48inches 16 inches 16 inches A454� SnapNrack Series 100 Snap rack- Projectinfo: Dealerd Power Trip Energy Project Name: Kildall Create Dated 2016-03-30T15:29:59-0700 BOM#: 45177 PV Module Data: Module Brand SunPower Length 61.39 inches Modell SPR-327NE-WHT-D Width 41.18 inches Depth 1.81 inches Environmental Requirements: Weight 41.00 pounds Topographic Condition Standard Rated power @ STC 32700 W Standard IBC 2012 Frame Color Snow Load 21-30 psf Item 4 Wind Speed 130 mph Item 3 on Checklist Rafter Spacing 16 inches Roof Attachment Flashed L Foot System Style: Rail Color Black End Clamp Type Universal Grounding Method UL 2703 Listed Micro Attachment Kits No Edge Screen Trim?, No lif"Yes",4"or 8"screen? Screen Height inches Tilt Up?l No Sub-Array Sub-Array 122" Rail 162" Rail Rail Mid End Clamps Roof Modules Splices Clamps Attachments 1 7 6 0 2 8 12 18 TOTALS 7 6 0 2 8 12 18 Page I of 3 SnapNrack Series 100 Calculator Proposed Bill of Materials Part Numbe-r- Description Qty 232-01067 SNAPNRACK,STANDARD RAIL,1221N,BLACK 6 242-04015 SNAPNRACK, BONDING STANDARD RAIL SPLICE ASSEMBLY,BLACK 2 242-02055 SNAPNRACK,BONDING MID CLAMP ASSEMBLY,1.50-2.00IN,BLACK 8 242-02215 SNAPNRACK,UNIVERSAL END CLAMP 12 232-01023 SNAPNRACK,STANDARD RAIL END CAP,BLACK 12 242-92051 SNAPNRACK,BLACK L FOOT,BLACK GALV FLASHING,AND BASE KIT 18 242-02101 SNAPNRACK,GROUND LUG ASSEMBLY,6-12 AWG 3 Total Weight: 29.54 lbs System Total Weight: 353.66 lbs System Weights and Square Footage Links to Relevant Information SnapNrack System Weight 66.50 lbs Engineering Do�uments Total Module Weight 287.00 lbs Installation Manuals Microinverter/Optimizer Weight 0.00 lbs System Drawings Total System Weight 353.66 lbs Video Tutorials Array Square Footage, 122.89 ft2 Distributors Pounds per Square Footj 2.88 Ipsf Warranty Pounds per attachment=353.66 lbs/18=20 lbs per attachment item 6 Checklist Kildall Solar Racking Page 2 of 3 Modules Per 4 Array Pitch(degrees) 12 Sub-Array Modules 7 Row Module 3 Building Height(ft) 12 Edge Screen(it) Rows Orientation Portrait Attachment Spacing 64 Attachment Spacing 48 Array Power(kW) 2.289 (inches) ov The maximum recommended rail span for this sub-array is 64 inches.The rail span for modules located in edge zones is reduced by 16 inches to 48 inches Group I Rail Group 2 Rail Group 3 Rail Group 4 Rail Group 5 Rail 122"Rail 162"Rail Row Mid Row End Row Attach- Module Rail Length Length Length Length Length Qty QtV Clamps Clamps Splices ments Bonding Bonding 41.18 1 0 0 4 0 4 0 1 82.36 2 0 2 4 0 6 0 i FIDNE] 165.72 3 0 6 4 2 8 0 1 11000 Sub-ArraV 6 0 8 12 2 is 0 3 Totals I Series 100 Structural Engineering Report Maximum Rail Span Maximum Rail Cantilever Interior Edge Zone Interior Edge Zone 75inches 51 inches 25inches 17 inches Attachment Spacing Adjusted for Override Rafter Spacing Max Attachment Spacing Max Cantilever Spacing Interior Edge Zone Interior Edge Zone 16 Inches 4811nches 48inches 16 inches 16 inches Kildall Solar Racking Page 3 of 3