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Home My WebLink About4550 Field Street_ .., _-.,% ,4SO ��o �� . INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter nn Nnt Pnur Concrete Prior To Ar,Droval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing nn Nnt Cnver Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector I iti Is Comments all heathing Mid -Roof Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Z Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: RUF Job Address: `i 3- T 0 r t Permit Number: --? L, 7.9 -- l Y �-T s 1� r4 ❑ No one available for inspection: Time i4Dr/UPM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 f; Date: / �' % Inspector:' DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE 9�(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: AuF Job Address: `t'� 3 — e d �. Permit Number: 7 170A1 C L) No one available for inspection: Time 1 %u ( AM/PM Re -Inspection required: �Y No When corrections have been made, call for re -inspection at 303-234-5933 Date: ?� / /& /_7 Inspector: /IA - DO t - DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO 17 E 7)' Inspection Type: AE Job Address: `FTU Permit Number: ❑ No one available for inspection: Time AM/6A Re -Inspection required: Yes IUB o ) When corrections have been made, call for re -inspection at 303 -234 - Date: 0 `�%l� Inspector: may' DO NOT REMOVE THIS NOTICE �. A City of Wheat Ridge Residential Roofing PERMIT - 201704427 PERMIT NO: 201704427 ISSUED: 07/19/2017 JOB ADDRESS: 4550 Field ST EXPIRES: 07/19/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning IR asphalt shingles with 33 sq. *** CONTACTS *** OWNER (303)421-0941 HARDY MARILYNN M SUB (303)646-3977 Mike Essary 090139 Shield Const. & Exteriors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,780.00 FEES Total Valuation 0.00 Use Tax 205.38 Permit Fee 204.30 ** TOTAL ** 409.68 PAID *** COMMENTS *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. . A City of Wheat Ridge Residential Roofing PERMIT - 201704427 PERMIT NO: 201704427 ISSUED: 07/19/2017 JOB ADDRESS: 4550 Field ST EXPIRES: 07/19/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning IR asphalt shingles with 33 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal o ner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I er attest that I m legally authorized to include all entities named within this document as parties to the work to be prmed an that a w perfprmed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature ofOWNERr CONTRACTOR (Circle one) Date v 1. This pe was issu d based on the information provided in the permit application and accompanying plans and specifications and is subject to the compli ce with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of anmanner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holdy er shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Th ce or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appli odd a or anr�igance ori r ulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz SCJ From: no-reply@ci.wheatridge.co.us Sent: Tuesday, July 11, 2017 10:36 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 4550 Field St. Marilynn Hardy 3034210941 Property Owner Email Field not completed. Address s 4 0,� - 6 a ---- n 1 Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Shield Construction 090139 3036463977 Contractor Email Address rarnold@shieldconstruction.net Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material rarnold@shieldconstruction.net No Z Owens Corning 30 Year IR Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 33 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No Field not completed. TOTAL SQUARES of all 33 V roofing material for this project Provide additional detail HOUSE here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 9780 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Rick Arnold Email not displaying correctly? View it in your browser. 3 SHIELD l..-aINSTRUETION & RE,.-1'ORATION �/''r& �`1 /^` 2795 South Shoshone Street - Suite A - Englewood, Colorado 80111 DATE: .47 ` '1 Phone: 303.646.3977 - Fax: 303.646.0571 Customer N A -[?-t L_;' N )4 -A -2a V' City _�t4e (� ( 00e State 60 Zip 25 W 3 i Mortgage Company �1_k, Insurance Company lei f_mv+ Description of Services: Roofing Wlear Off Roof Pitch # Stories `59 Sheathing .Felt 4151b ❑ 301b jdBrand of Shingle ,Color of Shingle ,d Ridge Type ti Street Address 7i 12- Home z Home Phone ( 3) -/,z / Gi!� VW Work Phone ( U3) 7 07 09� q1 Claim # ` -L- (-4 Siding rn -V ❑ Existin ❑ Install ❑ Vinyl ❑ Aluminum ❑ Steel ❑ Other ❑ Style ❑ Foam Board _ ❑ Wrap Window ❑ Chimney Wrap Fascia Soffits ❑ Height Allowance Blocks Gutters Metal Edge ❑ Use Existing Replace w/ XlExisting Valleys �C %G� %'Vents t/`C% - ei'a aInstall _ ,Labor Warranty Yrs. :5 '. ",r Special Instructions-Vc0r'u� G;,2, tw-7Y'�=y-Yl. -'vp-h 4.AII work to be completed for the RCV (replacement cost value) Insurance proceeds unless otherwise specified below. Clean up includes picking up nails with magnet and hauling away all debris from work performed. Total Contract Price$ Payable as follows:S�x��-f I agree and promise to pay Shield Construction & Resortation upon completion of work. 1 I ) ¢ Shield Construction & Resortation will furnish materials and labor in accordance with above specifications, for the amount of dollars ($ ✓°�`��'� / 1. All contracts subject to the approval of management of Shield Construction & Restoration. 2. Customer further agrees that the equity in the subject property is security for this contract. 3. Replacement of deteriorated decking, fascia boards, roof jacks, flashing ventilations, gutters or material are not included and will be charged as an extra on a time and material basis. Unless otherwise stated in this contract, Shield Construction & Restoration is not responsible for damage to hidden Freon, alarm, telephone or electric lines. 4. This contract constitutes the entire understanding of the parties, and no other understanding, collateral or otherwise, shall be binding unless in writing and signed by both parties. 5. Any and all material left over is the property of Shield Construction & Restoration. 6. Customer hereby acknowledges that Shield Construction & Restoration may be subject to delays occasioned by weather, labor disputes and material supply shortages which are beyond the control of Shield Construction & Restoration and Customer hereby acknowledges that all such delays do not constitute abandonment and are not included in calculating time frames for payment and performance. 7. Payment is due upon completion. Any portion remaining unpaid will bear the interest of the rate of 18% per annum commencing 30 days after completion. Customer agrees to pay all collection fees and/or attorney fees needed in pursuit of collecting any remaining unpaid portion. All payments and checks shall be made payable to Shield Construction & Restoration. 8. All warranties are void if payment is not made hereunder when due. Labor and materials warranty is nontransferable. 9. Labor warranty does not cover damage caused by strong winds, lightning, hail or other acts of God. 10. Shield Construction & Restoration shall hold in trust any payment received from Customer until Shield Construction & Restoration has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Terms: This contract does not obligate the homeowner or Shield Construction & Restoration in anyway unless it is approved by the insurance company and accepted by Shield Construction & Restoration. When price is agreeable and is determined, it shall become the final contract price of $ and the homeowner authorizes Shield Construction & Restoration to obtain labor nd materials in accordance with the price agreement and the specifications set out herein to accomplish the above replacement or repair. Owner Signature-- Date of Acceptancejj`\ �"/ 67 Owner Signature: Date of Acceptance: Subject to insurance company approval: Initial Da a By Shield Construction & Restoration Signature: Date: J? �� e r� «.ME, III inspectionInspections will not be perfomed ur dess this card is posted on the project site, r,Call the • *to receive inspection «: •: «; Do Not" • �, Underground/Slab I • a 91 • kn ffn « Landscaping & Parking / Planning Dept, ROW & Drainage I public Works Dept, « .• « ► •. InspectionFire Protection"' ♦ r« ♦. ar Inspections will not be performed unless this CW is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspedions Comments Landscaping & Parking / Planning Dept. Fire Inspection I Fire Protection D Occupancy Is Not P-9—rmi-t-tid Until A Certificate Occupancy Is issue com (Below In -slab) W. ----------- ugh inspections comments oof Sheathing . . ......... Rough Electric Rough Plumb�ng Rough Mechanical 4=1 Rough Framing Final Inspeetions 1 it! 71, 11. mil 1: a mg" Final Plumbing Final., Mechanical Final Bu# #------ Landscaping & Parking / Planning Dept. Fire Inspection I Fire Protection D Occupancy Is Not P-9—rmi-t-tid Until A Certificate Occupancy Is issue DE0/23/2015/WED 11:30 AM JL Ir "ComzNm DEMOPMENT Building Division 7500 W. 2e Ave., Wheat Ridge. CO '80033 Offim- 303-235-2856 * far, 30"37-8,929 Inspecton Une: 303-234-5933 •" City of Wheat Ridge Residential Solar PERMIT 120332 PERMIT NO: 120332 ISSUED: 03/23/2012 JOB ADDRESS: 4550 FIELD ST EXPIRES: 03/23/2013 DESCRIPTION: Roof mounted solar system 3.84kw * ** CONTACTS * ** owner 303/507 -0941 Marilynn Hardy gc 720/350 -4600 Sean Miller 12 -0069 Irish Electric ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0231 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 27,000.00 FEES 6 Residential Solar 500.00 Total Valuation .00�' ** TOTAL ** 500.00 Conditions: KC: Approved per plans and red -line notes on plans. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and /or its, aa c mpan approved plans and specifications. Signature of,y OWNER or CO"CTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 160 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting ofacode mit shall not be construed to be a permit for, or an approval of, any violation of any provision of any or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Bui ing Offical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat . qgc C0MMUNI "IY DEVELOPMENT Building & Inspection Services Division 7500 W. 29` Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 ' Fax: 303 - 237 -8929 Inspection Request Line: 303 - 234 -5933 Date: Plan # Permit I #,� Building Permit Application (Complete all highlighted areas) Property Address 4550 Field St. Wheat Ridge, CO 80033 Property Owner (please print). Marilynn M. Hardy Phone 303- 507 -0941 Mailing Address: (if different than property address) Address: City. State, Zip: Contractor Contractors City License #: Phone: Sub Contractors: Electrical: Irish Electric Plumbing: Mechanical: City License # 7908 City License # City License # �P Description of work: (Fully describe work to be performed - Attach additional sheet if necessary) mm 3.gIA Squares BTU's Gallons Nil PV, S r.m . V-W Amps 32 Sq Ft. _ Contract Value of all work s27,000.00 Review Fee (due at time of submittal): $ 5 t OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinance.. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (OI {;E'ER) CONTRACTOR) or (: t ('TIIORIZED REPRESE,%'TATIVE) of (Ott ;V'ER) ( CONTR.aCTOR) PR I NT NAME: l Y l AA& r y1y N L ' A &q— SIGNATUR2,G .. DATE: a3dlqlrt D/ DEPARTMENT USE ONLY ZONING COMMENTS Zoning Reviewer. BUILDING DEPARTMENT CO ENTS /��•� r�z jr�yY/(l�� t rfl Reviewer - 370 PUBLIC WORKS C MMENTS OCCUPANCY Reviewer FIRE DEPARTMENT: C approved w/ comments E disapproved E no review required I Bldg Valuation: $ ` FEDERAL CONSTRUCTION_ INC 3455 S Eliot St., Sheridan, CO 80110 email federalconstruction@live.com MARCH 2, 2012 in9rrlti 9 Building Official City of Wheat Ridge 7500 W 29TH Ave Wheat Ridge, CO 80033 TEL. (720) 620 8885 FAX (720) 242 8680 APPROVED Subject to Field inspections PniblsuF3 spbiA tn9ri:N Wheat' "icl* Building Dept. A&K£s J - A6 Date: Sign ,ad Plan checker Re: Application for a building permit to install photovoltaic panels on: 4550 Field St., Wheat Ridge, CO 80033. Dear Sir: This letter is to certify that the roof structure of the reference building has been inspected and deemed to be adequate to support the additional load of 3 lb /sq ft that will be added by the installation of the photovoltaic panels and supporting frames. Calculations are presented to certify the integrity of the panel connections under the maximum wind uplift and live load conditions. Based on panel loads at anchor points, the roof structure is adequate to support the small additional dead load of the panels. The panel racking connections to the roof structure are made with 5/16" - 4" Lag bolts embedded through the roof sheathing and the roof rafters. They are adequate to support the maximum wind uplift load and the maximum live shear load. These Lag bolts have a pullout strength of >600 lb which gives us a pullout safety factor in access of 4. The racking structure is assembled with "POWER -STRUT PS 200 EH" structural channels as shown in the attached drawings. This configuration provides adequate structural integrity with a large safety margin. Sincerely, FEDERAL CONSTRUCTION, INC. FADI RAFFOUL, P.E. Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. � PPOO C /c O • UGH EL •• '•.�cS' Q T: o: :LL C : s s - ••u.r. �'ONAL Design - Install - Maintain Solar Photovoltaic Systems �1; PV PANEL STRUCTURAL CALCULATIONS Roof Live Load (snoN�) 30 psf --= S Solar Pane Is Dead Load 3 ).0 Psf = D Design wind, to (down force) = 9.4 psf = Past Design in load (up force) = - 16 psf = Pnet (up) I - Total Dowmi, Desi gn Load Pd : Case 1: Pd = (D + S) * COS(25') = 30.03 psf Case 2: Pd = (D + Net) * COS(25") = 10.92 psf Case 3: Pd = (1) + 0.75 x S + 0.75 x Pnet) * COS(25') = 29.7 psf Case 3 gives us the maximum value for Pd = 30.03 psf 2- Jowl Upward Design Load Pu: Pu = (0.6 x D -1- Net (up)) * COS(25") = (0.6 x 3.0 - 16) * .91 = - 12.92 psf Downward Load per linear lbot of'racking =1 c1 * 4 /2= 580 lh/ft (235 1b for aspan of 4 feet) , which is acceptable for the PS 200 all Channel. (850 lb unit"orin load allowed). Upward Load per anchor = (4* 12.92 73.2) * 17.33 = 2811 a Since the lag bolt us W— has 3 inch penetration in the rafter, it has a pull force of 60 0 lb, and since we have two lag bolts per anchor, we have a factor of safety oaf f 43). dvl I DESIGN WIND LOAD CALCULATION 1"he Design wind load is calculated using method I frorn ASC1 . The equation for detemining the Desion v load ft)r com nrst4 Pnet (ps = Design Wind Load X, = at�justnwnt for height and exposure, categoo Kst =Topogrirphic fiactor at mean roof height = I in our case I : Importance factor --- I in our case Using the following parameter- Design wind speed =- 100 inph Average roof heigght = 20 A Exposure factor = B Roof pitch = 7 to 27 degrees Effective o 17,33 scift ( ol'a single panel because ofspacing,between patiels) We obtain: Pnet30 = 9A psf (Down fime) Pact = - 16 p, (Up(ift) Pnet (Down force) of = 94 psf Peet (Uplift) = Pu 16 psf � / 2-, RACKING SYSTEM The racklinal - stem -Consists of the fQ �coni �)onent� 1 Mounting bracket. It has the following components: a- 6 inch PS 200 EI-F' channels. This channel is anchored to the root'rafter using 2 x (5/16 in x 4 in) lag bolts. These bolts have aTension (Pull) strength of 600 lbs or a combined Tension strength of 1200 Ibs. (See Figure I and manufacturer's data) These brackets are, mounted at 4 It intervals which was adequate based on structural calculations. 2 Mounting channel. "POW ER-ST ,UT PS 200 EH" channels are connected in a length of 20 feet increments with 1 ,4 in expansion slots between them, These channels Marc attached to the mounting Bracket as shown in Figure 2. 3- Tie Down Brackets. Middle and End tic down brackets shown in Figure 3 are used to tic down the solar panels to the mounting C.hannels. The Aluminum frarnes of the solar panels which are tied down to of Front and Rear channels, provide additional structural strength to the racking system. Note: In order to insure adequate grounding, a grounding WEEB is attached to each panel. ce) cle) co 0 C) Uj 0 ,C), Cy-, w M LIJ mm 0 t1r) Lf") Tlt (f) U") w CY.. 0 z (9 z R CL 0 1 1 4 ' UV- X0 u,i X 04F- 7 T a I -j w z z U 3: ui a- 0 ■ I I I I m , m m Field 240 111118 SMA 240.sdp2 P rfect Energy "VIT—TIT"IT R717 Ste. 745395 Arvada, CO 80006 Fax: 888-245-6525 E-Mail: infofterfectenergyms Intemet: www.perfectenergyms E• �'� � 77 A ZZiency of the Pv modutes. fluctuations in e m m C =1 Project name: Field Project number: 240 la OEM= BE • M-1 .. . . I � I Cell temperature- Record Low Temperature: 2.00 OF . - . 0 - . M . Project name: Field Project number: 240 M am Call temperature: Record Low Temperature: 2.00 OF Average High Temperature: 64.00 I F Record High Temperature: 92.00 OF VOLTAGE AND AMPACITY CALCULATIONS FOR ARRAY # I Project Location 5275 BRAUN ST, ARVADA, CO 80002 Project Engineer: Federal Construction, Inc, 3455 S Eliot St, Sheridan, CO 80110 Derating Factor (61 to 70 Deg, C) 0,71 Derating factor (4 current carrying conductors in a conduit): 0,8 Current in PV conductors(1,56*8,39): 13.09 Amps, Arnpacity for 19 PV wire (with derating), 4 wires/conduit: 22,72 Amps. VOC (at -14 Deg, C) (8*37,3*(l +,01 *(25+14)".34)): 337,97 Voits. Inverter Allowable DC vottage(SMA Sunnyboy-30(OUS-240): 600 Volts. ...... ... .. --- _-, IMaximurn Ampacity for 10 AWG HW THHNIT-2 wire (without derating) 40 Amps. IMaximum Inverter Output Current with existing PV system 12.5 Amps. FOR 20 Amps CIRCUIT BREAKERS AND FUSES, TABLE 250,122 GIVES THE SIZE FOR EQUIPMENT GROUNDING : 10 AWG COPPER. PI 2 VOLTAGE AND AMPACITY CALCULATIONS FOR ARRAY # 2 Project Location: 5275 BRAUN ST, ARVADA, CO 80002 Project Engineer Federal Construction, Inc, 3455 S Eliot St, Sheridan, CO 80110 ipen Circuit Voltage. emp Coefficient VOC; M M Der tin Factor (61 to 70 Deg- C): 0,71 Current in PV conductors(1,56*8.39) 13.09 Amps, Arripacitv for I OAWG PV wire (with deratinq): 28.4 Amps, VOC (t -1 4 Deg� C) (12*37,3*(1 +,01 *(25+14)*.34)): 5W95 Volts, Inverter Allowable DC voltaae(SMA Say nnvbov-2500HFUS-2401 600 Volts. 31112o . "'' m U) w C> z 0 z (D 0 N 3: IZ Z CC 0 F- LLJ 0 (Y) 4t 4t uj Of ui w z z 0 0 C14 "'n M 5 "alz z ul ....... . ......... . .... . Z D D a 0 w z 0 (9 N 0 , CN Z 3: I-- Q 0 0 LU Cl) cr. 0 Q Z D D a 0 w z 0 (9 N 0 , CN Z 3: I-- Q LU 0 z T z "I a D 0 w UJ LIJ ,mw < < 0 C3 w w z w D 0 0 z rwW m. 0 N C N 0- 0 w 0 CK a. Do z D w to 00 I 0 w 8 z t; U0 z I z 0 ZWO 0 09 - LU � 0) EE LU uj tn = U- A in w 0 0 z ui 0 z 0 w 0 R FRI I I ce) rr) C> 0 co 0 UJ ui, E < 0 w to da OA T z 0 0 —j I 0 maw 0 i LL7 rn 7 - 7 t 7 7 ,,, ; 1 I u (5 V u i I R an 9 TV 9, R—ArT Ms Industry leading module power output warranty Modules manufactured in (SO 9001 certed factories High-reliabty with guaranteed 0/+5W peak power classification I EC ON Pxf ELK NW DIMENSIONS PERFORMANCE AT LOW IRRADIANCE 105 yY Tolerance of tength and width dimensions is * 2 mm I-IGH7 OUR FUT*URE In Irra"Mo tw/mIj The typical relative change in module efficiency at an irradiance of 20OW/ml in relation to 1000WIml (both at 25*C and AM 1,5 spectrum) is less than 6% IV CURVE AT DIFFERENT IRRADIANCE LEVELS 4 3 2 ------ ---- tt 0 5 to Is 20 25 30 35 40 45 so Above graphics according to LDK-2200-20 "4 4"� M IT < 0.9 a'$ yY Tolerance of tength and width dimensions is * 2 mm I-IGH7 OUR FUT*URE In Irra"Mo tw/mIj The typical relative change in module efficiency at an irradiance of 20OW/ml in relation to 1000WIml (both at 25*C and AM 1,5 spectrum) is less than 6% IV CURVE AT DIFFERENT IRRADIANCE LEVELS 4 3 2 ------ ---- tt 0 5 to Is 20 25 30 35 40 45 so Above graphics according to LDK-2200-20 TYPE 120OD-20 2060-20 2100-20 2150-20 2200-20 2260-201230r1-2012360-2012400-20 246D-20 2500-20 Nominat O'utput Onh a W Current at Pmax (Imp) 5.74 5,78 584 # r T45 7.56 Short Circuit Current NO 02 &26 6.30 ........... 6. 6,94 Short Circuit Current 11scl -- - --- -------- TEMPERATURE CHARACTERISTICS Mona= TYPE Maximum System Vottage LOX-0-20 Ukes, NOCT+* . C . ... ........ .. . .... . .. ... --- ..... ..... . ...... Modute Efficiency 1125 # F-T.T9FrJTTfWW * �,- , & , LDK Safer reserves the right to make specifications changes without any prior notice. This data sheet complies with the EN 50380 requirement, April 201 I1V21 OLDK Solar Limited, Aft rights reserved. E. M RISTICS W Current at Pmax (Imp) 5.74 5,78 584 Short Circuit Current NO 02 &26 6.30 ........... 6. 6,94 Ni. 0 Wle, Module Temperature 45* 2*C, Air Mass 1,5 -- - --- -------- TEMPERATURE CHARACTERISTICS TYPE LOX-0-20 Ukes, NOCT+* Storage M. 60*C NOCT**. Nominat Operation Cott Temperature Sun 800 W/ml� Air 20*C; wind speed I m/s F-T.T9FrJTTfWW * �,- , & , LDK Safer reserves the right to make specifications changes without any prior notice. This data sheet complies with the EN 50380 requirement, April 201 I1V21 OLDK Solar Limited, Aft rights reserved. E. M RISTICS SAAA Solar Technology , SMAAmenca SMAVIVeInAe", Search http://www.sma-america.com/en,_,U I S/products/grid-tied-inverters/sunny-boy/sunny-boy-200... 3/7/2012 � 1 Overview Technical data 1$e$Wt9$i ads yes yes yes Sunny Boy Sunny Boy Sunny Bo yes f 2000HF -US 2500HF -US 3000HF -US 208 V AC 208 V AC 208 V AC 240 V AC 240 V AC 240 V AC Input (DC) Max. recommended PV power (0 2500 W 3125 W 3750 W module STC) Max. DC power (@ cos <) - 1) 2100 W 2600 W 3150 W Max. DC voltage 600 V 600 V 600 V DC nominal voltage 400V 41V 415V MPP voltage range 175- 480V 220 -480V 220- 480V 175 -480V 220 -480V 220 - 480 V Min. DC voltage / start voltage 175 V / 220V 175 V / 220V 220 V / 220V Max. input current / Per string 15 A / 15 A 15 A / 15 A 15 A/ 15 A Number of MPP trackers / fuse. 1/ 3 optional 1/ 3 optional 1/ 3 optional protected strings per MPP tracker Output (AC) AC nominal power 2000 W 2500 W 3000 W Max. AC apparent power 2000 VA 2500 VA 3000 VA Nominal AC voltage / adjustable 208 V / yes 208 V / yes 208 V / yes 240 V / yes 240 V / yes 240 V / yes AC voltage range 183 _ 229 V 183 _ 229 V 183 - 229 V 211 -264V 211 -264V 211. -264V AC grid frequency; range 60 z; 59.3 -- 60.5 Hz 60 Hz; 59.3 - 60.5 Hz 60 Hz; 593 -- 60.5 Hz Max. output current 9.6 A 12.0 A 14.4 A 8.3 A 10.4 A 12.5 A Power factor (cos cp) 1 1 1 Phase conductors / connection phases 1/2 1/2 1 / 2 Harmonics < 4 % < 4 % c 4 % 973% 973 97.3 % 97% 96,5% 96.5 % yes yes yes yes yes yes yes f - yes /— yes f 1/111 1/111 1/111 Genera data Dimensions (W / H / D) In mm (in) 348 / 727 / 183 (14 / 348 / 727 / 183 (14 / 348 / 727 / 183 (14 29 / 7) Incl. DC 29 / 7) incl. DC 29 / 7) Inc). D Disconnect Disconnect Disconnect Rogi todoyl htip :// 4v.sma -a er ca.com/en_ - U /prod cts/ grid -ti c[- inverters / sunny - boy /sunny_ oy_ 0 ... 31712412 (21 All DC Disconnect dimensions (W / H D) In mm (in) Packing dimensions (W / H / D) in 450 / 600 / 400 (18 / 450 600 / 400 (18 / 450 / 600 / 400 (18 mm (in) 24 / 16) fret. DC 24 / 16) incil, DC 24 / 16) Inc[. DC Disconnect Disconnect Disconnect DC Disconnect packing dimensions (W / H D) in mm (in) Weight DC Disconnect weight approx, 23 kg approx. 23 k9 approx, 23 kg (approx. 51 1b) incl, (approx. 51 to) inct. (approx, 51 Iti incl. DC Disconnect DC Disconnect DC Disconnect Packing weight / DC Disconnect 25 kg / 55 In 25 kg / 55 to 25 kg / 55 lb packing weight Operating temperature range (full -25 ®C — +45 *C -25 OC ,, +45 OC -25 OC — +45 *C power) 13 IF — +113 IF 13 OF — +113 OF 13 Oil +113 OF Noise emission (typical) www.$MA-Solar.com www,SMA-Solar,com www.SMA-Solar,corn Internal consumption: (night) 0.8 W 0.8 W 0.8 W Topology FIF transformer HF transformer HE transformer Cooling concept Opticool Dial Opticool Electronics protection rating NEMA 3R NEMA 3111 NEMA 311 NEMA 3R NEMA 3R NEMA 3R connection area Features Display: text line / graphic yes 1 yes yes Interfaces: RS485 / Bluetooth opt yes opt yes opt. yes Warranty: 10 / 15 / 20 years yes opt. opt yes opt opt. yes opt opt. Certificates and permits (more UL1741, UL1998, Ul ll l UL1998, available on request) IEEE 1547, FCC Part IEEE 1547, FCC Part IEEE 1547, FCC Part 15 (Class A & B), CSA 15 (Class A & B), CSA 15 (Class A & B), CSA 0.22A07 0,22J07 012A07 Data, as of May 2011 - data at nominal conditions Type designation SO 2000HFUS-30 SO 2500HFUS-30 SS 3000HFUS-30 Horne > P"cAlucts , Gnd'T'Ve'd I >Ive."en ', SUNNY B0 > ISUNPV BOY 20,006ff-US / 250GHF / X, SUNNY BOY SUNNI' BOY 800 9TOC'Tt-US I 1 fwpS�qy &S'f 5000 us / 1 7"n-us 1 arx"o-us SUNNY BOY 3000 I HMO- US I 400 SUNNY WY 2000HF-US I 250(l 13 F -US SUNNY BOY 700-Us COMBINER BOXES COM811SW11 lc 2912 S S , A Arnerici, CLC I Pros. l Leqai Ntl�xe � %nlris and Condkk)Ri , Q SKA Feed http://www.sma-america.co,m/en 3/7/2012 SUNNY BOY 3000-US / 3800-US / 4000-US. SMA America, LLC Page I of 3 SMA Solar Technology SMA, Ame'6 a sm wam http://Www.sma-america.comlen 3/7/2012 M O erWew Technical data Dswnioads. Sunny Boy 3000-US Sunny Boy 3800 -US Sunny Boy 4000-US 208 V AC 240 V AC 208 V AC 240 V AC 240V AC Input (CSC} 3000 W 3800 W 3500 W Max. recommended PV power (s? 3750 W 4750 W 4375 module 5T) 3000 VA 3800 VA 5000 Max, DC power (0 cos (P = 1) 3200 W 4200 W 4200 Max. DC voltage 500 V 600 V 600 V DC nominal voltage 250 V 310 V 310 V MPP voltage range 175 - 400 V 250 - 480 V 220 - 480 V 200 - 400 V 250 _ 480 V Man, DC Voltage / start Voltage 175 ( 228 V 250 1285 V 220 / 285 V Max. output current 200 / 228 V 16 A 2501 285 V Max. input current / per String (at DC 17 A/ 17 A 18 A / 18 A 18 A / 18 A disconnect) 36 A @ combined 36 A 0 combined 36 A @ combined Harmonics terminal terminal terminal Number of MPP trackers / fused strings per MPP tracker EEMOM AC nominal power 3000 W 3800 W 3500 W C6C efft ciency 95.0% 96.0% 95.5% 95.5% 4000 W Max. AC apparent power 3000 VA 3800 VA 3500 VA 4000 VA Nominal AC voltage / adjustable 208 V / yes 240 V I — 208 V / Yes 240 V / yes 240 V / yes AC voltage range 183 - 229 V 211 - 264 V 1.83 - 229 V 211 -264V 211 -264V AC grid frequency; range 60 Hz; 593 - 60.5 Hz 60 Hz 593 _ 60,5 60 Hz; 593 _ 60.5 Max. output current 15 A 13 A 16 A 17 A Power factor (cos (p) 1 1 1 Phase conductors / connection phases 1/2 1 / 2 1/2 Harmonics < 4% 44% < 4% Max, effi ciency 96.0% 96 EI% 96.5% 96.5% 96.8% C6C efft ciency 95.0% 96.0% 95.5% 95.5% 96.0% yes yes yes yes yes yes yes/ — yes t — yes/ — I /III I/ III I /III *^ w s http://www.sma-america.cot U f ar ad c lurid -tie i v rt r l -bo .sunny-boy-300... /7/201 General data Dimensions (W / H / D) In mm (in) 450 / 350 1 235 (18 / 450 / 350 / 235 (18 / 450 / 350 / 235 (18 / NOTE US inverters ship with gray lids. Data at nominal conditions Type designation SB 3000US SB 3800 -US-10 SB 4000US Home ", Prwwds > (kul• 7'FeM tn¢.?„c.rs > SUNNY BOY .* SUNNY 'BOY 3000 US/ 38M US U r 400,a..US SUNNY BOY 800011. -U 1 900011 #fix 1 100001-u- 4;S"i #tiY `#OY 5000 I 6,40 -US S 1>: > „"4 -US 1 i3r1Ar -Us SUNNY BOY 3 -US / 38MUS } q US 6s „yA3N"e' ii )t` - °�Gz ",K -S,S : ;,S( #t,` HF" R S l 3000HF-US SUNINY BON' 700-US COMMA i?.�t XES ,s 2012 SIMA Amen ca, taLC , Pmss g #. ,,ga3 ticv, 3 Toms and CN- A',ia,ao? E, t.j SMA Fttz?�d i : # 14/9) 14/9) 14/9) DC Disconnect dimensions (W / H / 187 / 297 / 190 (7 / 157 / 297 } 190 (7 / 187 / 297 } 190 (7 / D) in mm (in) 12/7,S) 12/7.5) 12 / 7.5) Packing dimensions ( / H 1 D) in 390 / 580 / 470 (15 / 390 / 580 / 470 (1 / 390 / 580 } 470 (15 f mm (in) 23/18.5) 23 / 18.5) 23 / 18,5) DC Disconnect packing dimensions 370 / 240 } 280 (15 / 370 / 240 / 280 (15 / 370 / 240 / 280 (15/ (W / H / D) In mm (in) 9 9/11) 9 / 11) Weight / DC Disconnect weight 38 kg (84 lb) / 15 kg 38 kg (84 lb) / 15 kg 38 kg (84 lb) f 3.5 kg (8 lb) (8 lb) (8 to) Packing weight / DC Disconnect 44 kg (97 lb) / 4 kg 44 kg (97 lb) / 4 kg 44 kg (97 lb) / 4 kg packing weight (9 lb) (9 lb) (9 lb) Operating temperature range (full -25 aC ,.. +45 °C (- -25 0 C.- +45 °C (- -25 °C ... +45 °C (_ power) 13 IF— +113 °F) 13 I F — +113 °F) 13 *F— +113 °F) Noise emission (typical) 40 dB(A) www.SMA-Solar.com 37 dB(A) Internal consumption at night 011 W 0.1 W 0.1 W Topology LF transformer LF transformer LF transformer Cooling concept OptCool OptiCool OptiCool Electronics protection rating / NEMA 3R f NEMA 3R NEMA 3R / NEMA 3R NEMA 3R / NEMA 3R connection area Features Display. text line / graphic yes/ -- yes/ — yes/ -- lnterfaces: RS485 / Bluetooth opt. / opt, opt, f opt. opt. / opt. Warranty: 10 } 15 / 20 years yes } opt. / opt. yes / opt. / opt yes } opt. / apt. Certificates and permits (more UL1741, UL1998, U11741, UL1998, UL1741, UL1998, available on request) IEEE 1547, FCC Part IEEE 1547, FCC Part IEEE 1547, FCC Part 15 (Class A & B), CSA 15 (Class A & B), CSA 15 (Class A & B), CSA 022.2 No. 107,1 -2001 022.2 No. 107.1 -2001 022.2 No. 107.1 -2001 NOTE US inverters ship with gray lids. Data at nominal conditions Type designation SB 3000US SB 3800 -US-10 SB 4000US Home ", Prwwds > (kul• 7'FeM tn¢.?„c.rs > SUNNY BOY .* SUNNY 'BOY 3000 US/ 38M US U r 400,a..US SUNNY BOY 800011. -U 1 900011 #fix 1 100001-u- 4;S"i #tiY `#OY 5000 I 6,40 -US S 1>: > „"4 -US 1 i3r1Ar -Us SUNNY BOY 3 -US / 38MUS } q US 6s „yA3N"e' ii )t` - °�Gz ",K -S,S : ;,S( #t,` HF" R S l 3000HF-US SUNINY BON' 700-US COMMA i?.�t XES ,s 2012 SIMA Amen ca, taLC , Pmss g #. ,,ga3 ticv, 3 Toms and CN- A',ia,ao? E, t.j SMA Fttz?�d i : #