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3335 Ingalls Street
i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1-10 ?-I—r tid 16 h-, 1116 Job Address: 3335 Hulls S Permit Number: 101goi. q(0 / rr ❑ No one available for inspection: Time p 0 � ,AM)PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: _ / ZOf I q Inspector: Dole LV,"e:tt DO NOT REMOVE THIS NOTICE City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 201802960 PERMIT NO: 201802960 ISSUED: 11/08/2018 JOB ADDRESS: 3335 Ingalls St EXPIRES: 11/08/2019 JOB DESCRIPTION: Replacement of 50 gallon/40K BTUs gas water heater in basement. *** CONTACTS *** OWNER (720)936-7825 DEANDREA CHRISTOPHER J SUB (972)655-8080 Svetlin Tchakarov 130133 Prospect Plumbing, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,250.00 FEES Hot Water Heater 77.50 Total Valuation 0.00 Use Tax 26.25 ** TOTAL ** 103.75 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applica le 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 ali 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' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (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, po icies 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 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 grantin of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applica ode or any ol+nance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chienuilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Lagenia Reimer ,�0/ From: no -reply@ ci.wheatridge.co.us Sent: Wednesday, November 7, 2018 6:23 PM To: CommDev Permits Subject: Online Form Submittal: Residential Water Heater Replacement Permit Application Categories: Gina Residential Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement water heater like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS" * 3335 INGALS ST JAY DEANDRA 720-936-7825 Field not completed. WHEATRIDGE DEANDRA.pdf CONTRACTOR INFORMATION Contractor Business PROSPECT PLUMBING / SVETLIN TCHAKAROV Name i Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 130133 720-999-0096 5001 WILTSHIRE CT GARLAND TX 75043 Contractor Email Address christi@txprospect.com Retype Contractor Email Address DESCRIPTION OF WORK Number of gallons Is the water heater GAS or ELECTRIC? If GAS, enter # of BTUs. If electric, enter n/a Where is the water heater located (for example, basement, crawlspace, etc)? christi@txprospect.com 50 GAS 40000 BASEMENT Project Value (contract 1250 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 work Yes may not begin on this 2 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for SVETLIN TCHAKAROV Permit Email not displaying correctly? View it in your browser. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax A. INSPECTION NOTICE Inspection Type: hN ), p Job Address: -AI� 5 �� Permit Number: ALU a fi-� b U '9 t M t"� ( A& /9 Q A-' _)) r -C: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: / 3 ` (� Inspector: DO NOT REMOVE THIS NOTICE 217020it� �s33s is �aY, Sf INSPECTION RECOR& Occupancy/Type ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. F*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 Initials Comments Pier i i i tFoun:datio:n:/::P�.E. crete Encased Ground (CEG} Letter Do Not Pour Concrete Prior To Approval Of The Above Ins Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing DO Not ever llndarnmvini! nr L.�- Rough Inspections - - - - Date Inspector Initials �-• •� ■ ■ ■WN 1 v r1ev, uvwi v1 i ne moove inspections Comments Wall Sheathing 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 Final Window/Doors Final Building (VOTE. 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 voltacie permits - PIP.aSP. hP c1ira that rniinh in-,+;nno ..,.. ,.,.— i - - -- _. v v o l i L anu utCcu it:c i iuw voltage �y a Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT :201702874 PERMIT NO: 201702874 ISSUED: 06/29/2017 JOB ADDRESS: 3335 Ingalls ST EXPIRES: 06/29/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 year asphalt shingles - 17 sq. *** CONTACTS *** OWNER (303)931-8229 DEANDREA ROBERT W SUB (720)940-6184 Juan Castillo 160035 Juan Castillo Ent. *,* PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,800.00 FEES T,Dtal Valuation 0.00 Use Tax 100.80 Permit Fee 125.05 ** TOTAL ** 225.85 ** 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 A1-�-inch exists. Asphalt shingles are required to `astened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is Eave and rake metal is required. A ladder extending 3 feet above the roof eave I in place is required to be provided for all roof inspections. Roof ventilation to comply with applicable codes and/or manufacturerdE's installation j, whichever is more stringent. In order to pass a final inspection of or similar type roof coverings, a letter of inspection and approval from the :er's technical representative stating that "the application of the roof at address) has been applied in accordance with the installation instruction for ...aterial brand name) roof covering" is required to be on site at the time of final ,)ection. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C�1 I i) Job Address: Permit Number: p i 7 C 17-2 n h ,fie ii S I t9 -,r- % (� rAt C2 (Oo- P N . /ter c �' d - vim- AI' p 4 C t7 rnv Ar ❑ No one available for inspection: Time ' S g AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: -7 Inspector; � DO NOT REMOVE THIS NOTICE t CIT QF WHEAT RIDGE k Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M t D Job Address: 3 33 Permit Number: 0 U/ ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 7" /7 Inspector: y V' DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201702874 PERMIT NO: 201702874 ISSUED: 06/29/2017 JOB ADDRESS: 3335 Ingalls ST EXPIRES: 06/29/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 year asphalt shingles - 17 sq. *** CONTACTS *** OWNER (303)931-8229 DEANDREA ROBERT W SUB (720)940-6184 Juan Castillo 160035 Juan Castillo Ent. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,800.00 FEES Total Valuation 0.00 Use Tax 100.80 Permit Fee 125.05 �r r ** TOTAL ** 225.85 *** 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 A1z-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 manufacturers€ls 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&439;s 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. City of Wheat Ridge Residential Roofing PERMIT - 201702874 PERMIT NO: 201702874 ISSUED: 06/29/2017 JOB ADDRESS: 3335 Ingalls ST EXPIRES: 06/29/2018 JOB DESCRIPTION: Residential Re -roof to install Tamko Heritage 30 year asphalt shingles - 17 sq. [, 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 penmrt. 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' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . 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 180 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 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 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 changeof 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 of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod or any ordinance reg alio of this jurisdiction. Approval of work is subject to field inspection. n t,t i� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick U170 2 From: no-reply@ci.wheatridge.co.us Sent: Saturday, June 17, 2017 9:04 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application 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. 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 SZ) contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. 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 C 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. ' 1 THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? N (D How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3335 Ingalls St. Property Owner Name Bob Deandrea Property Owner Phone 303-931-8229 Number Property Owner Email none Address 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 Juan Castillo Enterprizes 160035 720-940-6184 Contractor Email Address orioles11juan@aol.com (permit pick-up instructions will be sent to this email) Retype Contractor Email oriolesl ljuan@aol.com Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material Select Type of Material If "Other" is selected above, describe here: How many squares of the material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No f Tamko Heritage 30 asphalt Asphalt Field not completed. 17 flat portion of roof over patio is not being redone due to no damage 2 TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 17 / house and attached garage 4/12 pitch Project Value (contract 4800 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 Juan Castillo Email not displaying correctly? View it in your browser. 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ( o V Job Address: '333 h T noio l S S r Permit Number: 26/7 o �,g7y ❑ No one available for inspection: Time J U AM/PM } Re -Inspection required: Yes (, No ',f. When corrections have been made, call for re -inspection at 303-234-5933 Date: 711qll Inspector: 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 NOTICE Inspection Type: Oo V Job Address: X33 5- T noir l S -51- Permit Number: 2617 0 2,97y ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234- Date:- Inspector: �' 1 r DO NOT REMOVE THIS NOTICE • , c OMMUNiTy DMLOPMENT MMOSSENK City Date: idd to AOMIt # Building Permit Revision/Amendment Application 3155- please pfin�: ga (if different than property address) Address: City, State, Zip: eg ri ti n of e_vIsS ./Am_ njLe ork-* bpd+ A4.00J4 OON Sq. FUL.F Stu's Gallons Amps Squares Other City of J�Wh6atp *dgie- MMUNJTY Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 O303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 planANMItAi t -o 335 Plan RevMw , Address: Ci!y, State, Zip: Electrical: Plumbing. Mechanical: W.R, City License # W.R. City License # W.R. City License Other City Licensed Sul}: Other City Licensed uta: City License # City License # Complete all information on BOTH sides of this form lob! N .s- •• s� r• � l Arlt OT Materials to be used, etc:) " 6AA,� �.. � Hca a a3°t a s I- <° cam. . r '. I - Sq. FULF Stu's Gallons Amps Squares Other a FOR OFFICE USE ONO Date.' 7— City t COD : t� V plawp Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033Plan Review ree Office: 303-235-2355 " : 303-237-8929 Inspection Lire: 303-234-5933 PAIR) Building er it Application * Please 00mPlOtle all tg li a ' s on boW sides of this form. Incompleteapplitations may not , processed. Property Address* Prop" owner (please print): Phoma. Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zi Architect/Enginee'r E-mail: 0't Contractor:> Contractors City Ucsrnse #.- w °t� � Phone.. � ContractorE-mailss: Sub Contractors: Electrical: Plumbing: Mechanical: Wk City License # W.k City License # WR City License # Other City Licensed e Stab, Other City Licensed Sub: City License # City License Complete all information on BOTH sines of this form NEW COMMERCIAL STRUCTURE $ E -ICA © ©P:!*#v RESIDENTIALNEW \<2./.d22COMMERCIAL ROOFING COMMERCIAL ADDITION ■ RESIDENTIAL R■■?< RESDENTIALf„%.e» $ WINDOW REdd COMMERCIAL % CESSORY STRUCTURE(G age\,!«®» RESIDENTIAL ACCESSORY STRTUR (Garage,«\«,e§ etc.) MEMENT z»: *»M ELE®©w° »a».»tea.--,°+.» MENT #T: ' ■-°^*\ \.. \ /\t2 \ \ /��;»:: .... j ;rk� -tf-3 r l Q-z'v \» «\ \\ « \\ \\r . \ /^ro vl «: k- `\/ Sq.F!%F ...< a «u . . y ? ^ . &m Amp .2».. . .y..Squares�2 « \. . «mhe■ Afft bite\\� � » �»» S� < 3335 \ St. Wheat RCO 8 5.355KW Sol \r Array � <»� � � ?. Appl. o.2518448 \88 . << m ° .... Cascade Sold I a I m a I I 0') c Cf) -i- C- cn 0 0--) X o Q0 N— co Ln (D CN Cl) Irengineerim, J Structural Consultants February 17, 2016 Dan Fratello Cascade Solar USA, LLC 14040 W. 32nd Ave. Golden, CO 80401 RE: Solar Install at Deandrea Residence, 3335 Ingalls St., Wheat Ridge, CO Solar Install at Deandrea Residence, 3335 Ingalls St., Wheat Ridge, CO 2 February 17, 2016 Suggested modifications: We suggest that a piece of 13/4 x 5 1/2 (2.OE) LVL be sistered to each existing 2x6 joist that is not supported at mid -span to aid with deflection issues that may arise from the PV system. The LVL should be glued and screwed to the existingjoist with 1/4" x 3" SDS screws at 12" centers. If you have questions, gal easefool free, to contact our offices. Sincerely yours, -l ;' 0 LT Engineering, LLC A .41* , ; EQUIPMENT FOR SOLAR ELECTRIC GRID INTERCONNECT SYSTEM Site Location: Deandrea's Residence 3335 Ingalls St. Wheat Ridge, CO 80033 5.355 KW System Solar Electric Modules: REC Group REC255PEBLK UL 1703, IEC 61215 & 61730, & CE 65.55" x 39.02" x 1.5", 39.6 lbs (2.23 lbs/sq.ft) 15 flush mounted panels on east facing roof areas 6 flush mounted panels on south facing roof area Grid Intertie Inverters: I -Solar Edge SE500OA-US 500V Inverters with DC Are Fault Built In. UL 1741, UL16"B, UL1998, IEEE 1547, & CSA 22.2 30.5" x 12.5" x 7.2", 54.7 lbs 21-P300 Solar Edge Optimizers, one mounted to each panel. Utilize Solar Edge Rapid Shutdown Kit to meet NEC 2014 Rapid Shutdown requirements. Mounting System: S -Flex Solar Mount System: Panels to be flush mounted (21 panels) with S -Flex rail per S -Flex installation manual attached via L'brackets to Zilla mounts mounted on joists OOM7#" each with 2-5/16"x 3" (min) lags. Roof Mounting- Roof wountiog will utilize the Zilla Mounts and flashing system. The Zilla mounting bracket will be mounted to 2/6 roof joists on 49" (min) centers each with 2-5/16" x 3" long lag screws. W�hex rail will be mounted to the Zilla flashed bracket via L -Brackets. The joists will be located via attic measurement and confirmed with on the roof inspection. No vent-, will need to be DC Disconnect: I- Solar Edge SE5#40A-LS Inverter, 45.0 max. amps. built into inverters, Lockable & Load breakable. AC Disconnect: Cutler Hammer: 1-250V, 60A non-fused. AtUt ? EAYONESMG, INC',3611 e, N0,20 asWK A itUMI.°& M' Sf dayX W MW SMS 5437 Oet3da Vaakcn daB Wsi;,;: . (AccaawerodVH hge.a`ttg€itis Rv Sf LEX *hAaa data intitt,„w S'Smmu ho de.stcdyced Raatrltop,,-i hit `-AK 1$.,60 kaifs To Whcell) It May Concern: iaacatx,ai t st;.csara„t Islets, its,,, has s'caicca°aac tdsc; Wtiacdee.d 'diad LEX Rail �itatad dattrfi"" etcd''lisaaa�"��aa�aa"t8 a\swinbly Drit-,ving" 41 unWt<eticasa gilds ttac "S11EX msec, atad l latae°dat,.tions fiat Pitched Roof,' pptic'.attcrraa €tara.rt Tvvc tk edition" mid concluded tddart ttst ^, Ft+°_X Solar katrtaatti t" S suets is iae cttrttdrttsantc cOtdt IIIc Wwhig carrWsNtaa aax>trc . i , AS t,. #-a, 3 Maaaiamaawa Design Loads fOr Ba ilditigs and Wher Sing taxa° s, by ASCI SE!, 2005, 2, 2006 International Buiieditrf,,i t'sact ,dale dMod C`ta atcil, iasc ,.2it0t°a" 12000 daaterrta h ai Buildirtg Code, by t"odc Council, floe, 2N9. d a Watairawn DnQklanuaU fasac:i GW&Hws #iia° ,hhiaaaaadraaa t tease tsar'av=s, by lie Aiaa,aastawn As>aa}trsxaE wi, "A shi.ats ns" dt.t:`,. 2010, 'i'$.t<x dtrc " fitaaS tare,1vide d ow ertai;ce ivhb the ttaiacttsr"rd drr'aaiac;a°taco-. Wtte `^i -t -AK 1,t4 -,at mail and it k our tisrett°rstaaila.ting tst,ta ;dna Aattsaiteesata taddasa,, is 0063 A°& 1110 Wscr of Baia, ch am should be made av,,arc that tile:; ra.'attd'.aratacture mutase cvealu ale d by is stiuctsaa ad c^n g c°e v to adder€)eine if Idle a°ala i' fiaming is capable aai" ati ataa°ties w the Istont loads, sasairowd by aia� S+LUX Angie Ma'at.ka 0,W) agiaaawn iia daid i, iia site iaes:ata"attaa eases dmw dais;, . Pk aaaaw we helow Nor rcc,aaaamaaacn&,ai connections of the 6W to be t'oortmss a;d,~a.aaaMV, t a:nrt`:.'aataraao%ease; Opt% 1 "eagle Wacket Ctasartects to RoofMembers: i.,,r h #stele, 13s acket data to he cc>atasca4:wd by .a 5116" bg st. em mA di aaattttacr salsa ai norional <Qatrttcae3aate°eat e%t`2'-t inches into Iiia:.; caea,aaa trims tads cdicad c me rod its the tciaattt of the rarerttd r. t het ,,vt do bracket should trc spaced no gscaaler tdeaata 4'4' on . . t,catalaar in seated" atraac 3, 2 trdr tea 120 mph arrx4'taasur , t:„ and $ M 1"ll a mmure C it) rool"n.maa :t t4xicaasc. t lbs to the rail ""'Pall chart Or defect' raid span uptionsl W mono than 25% caf the tair;ac4 sbaii vxte nd into eoof asst 3, Roof stress Bare as a4a;t nen by ASO?_ 7-01 , astral hrac;kc t spacing, will be th tater by the capacity of the ;atepportiatg r,trucrurc and sh ab be e. ets riniaae°e4 by ar a;tr1tctttt21 e°aataidts°t°r�. t tirtfierat 2 .° Angle ravii at t >-Ftttaf) 'ontivels to FWAiing or Sfaridoff> lose h At ;lar fUnk�t sax,', in be c acme ac: -;Oh Me rcaWed cn- avc.aartrttacatc°lced hardware taxa the fa;aslsaat,a mar $I,aeacdctf l trtaatatad`taa°tatrcr; Please RAloxv tdat s`rrsta&se`ticero. and r'ccorttirtandastiiana offluo O aslti kt or �taat�aaaa "ataaabtta€s3c3tsta'3�" on )tow to connect their maletdaak to the rtaaat" . wafae= tdatc„ati ms mtteaaw W &iartfto itttiaatt rah:art as rase'4aa te.cd, pkeiw caaaat ct our era"4icac..: K,atascr°srf�', Anchor 3 a ginca sestet, data:. Revaco'eJ Ila id51r3'#.4, d.°ur Ef° Paavi a J. ervin, .aieVif",4trbN a. -A f\atat#YC.",0-�6. 'rabie i - MAMMUM SPAN FOR S,.FLEX ST-AX13/60 RAIL " b"'J" rd, k- �' � a. This tabk, does not inclurfi- roof cap,'icity check or standoff connection cher k, Installer to check lat; screw ptflf out r"dpacstv of roof coylnecUou and roofjoist rIlapiicily, The standoff spacing roif,,ht tre kr,,,,5,than vvht ,,'fl ksted in the table iibove based on roof capacity c'n' pulkert value, b, f0aximum budding mean roof height is 24 feet, (,' Maximum ro(rf slope is 45 degrees d, S!, AK J.3/60 rails are instaHed parallel to roof and perpendicular to roof joists o, Maximtan r; tact` module lenksth dimension is 77" and 40" wide f, f1oof Wim"I Zone I and zon(� 2c'me! 3 as longzis no niore than 25% of the panel extends into zoni,,n 3 g, The width of zones 2 and 3 from roof edges is 3' - 6" for the feast ha, fizontai building disT)ension of 35 feet, "i, Maximum end cantilever span is 3S percent crf adjacent interim end span i, No i,,W splices pern"witted wilhin the middle t/2 of the span. $Ir(,mde (3) `ST AK 13/(,X) rails at (0,35 x Mlodule Length) On cerlooInsv"Iller to check With flu"Oule for additional pirnel supports when wind speed i% reore than 11.0 mile per hoor or snow load exceeds 45 pound pt'tr square feet, k Rads mstafied in t w(,','v- watts continuous, condition minfimurn, C"Xrs�'N' , , I Installation is away from topographic effects (K,, 1,01, NEC Calculations: Solar Array 33351n alts St. Wwbheat Ridge CO 80033 (NEC calculation meet NEC 2014 specifications) 5.355 KW Arrav Total: 1 -Solar Array of 9 SEC (REC255PEBLK) 255w panels (Consisting of I strings of 9 panels staying uncombined to the inverter) Array S.C. Amps = 8.95A X I Strings = 8.95 S.C. Amps (Not -Combined) Array O.C. Volts = 37.6V X 9 Panels = 338.4 O.C. Volts I -Solar Array of 12 REC (REC255PEBL:) 255w panels (Consisting of I strings of 12 panels staying uncorribined to the inverter) Array S.C. Amps = 8.95A X I Strings 8.95 S.C. Amps (Not -Combined) Array O.C. Volts = 37.6V X 12 Panels 45 11 O.C. Volts Reauired D.C. Cable AmDacitv Not Combined 8.95 x 1.56 = 13.96 A MMMEM Temp. correction for "wire on roof' (132-140 degree F) 13.96A/.58 = 24.07A (NEC 690,31C) Temp correction for 4 Current Carrying Conductors in a Conduit (Worse Case) 24.07A /. 8 = 30.1 A (NEC 310.15(B)(3)(a) Use #10 AWG THWN-2 (min) (NEC 310.15(B)1 ) 35A Max NEC, Calculations: Solar Array 33351nizgills St. Wheat Rid CO 80033 Over current Volt Correction 9 panel array O.C. Voltage = 338A O.C. Volts Correct for --5 to -40 degree F Ambient Temp (Correction Factor = 1,25) 338.4V x 1.25 =423.OV 12 panel array O.C. Voltage = 451.2 O.C.'Volts Correct for —5 to -40 degree F Ambient Temp (Correction Factor= 1.25) 451.2V x 1.25 =564.OV Eun� controls 0. C. voltage to a maximum of 500V max. at all temperatures. All other equipment and wire rated to 600V DC Equipment GroundiMConductor Protective Device Requirements: DC Circuit - #6 Cu Bare /# I o'rH"-2 AC from Inverters (I -Phase) #8 Cu, AWG (GFPD built into inverter) qi� 11 i 111 1111 11�111pi I ij Will N (NEC690.45) (NEC 250.122) (NEC690.47 (C) (3)) (NEC 250.66) #8 Max NEC Calculations:SolarArra 3335 Ingalls St.�Whea�tRid&eCQ�80033 AC Conductor from Inverters to AC Disconnect: Inverter Specs: Max. AC production Araps at 240V Solar Edge SE500OA-US Inverter: 21.OA No, Temp correction for 2 Current Carrying Conductors in a Conduit (NEC 310.15(13)(3)(a). 2 LOA x 115 =26.25A Use #10 AWG Cu (min) (NEC 310.15(B) 16) 35A Max Connected to 60A non-fused 250V AC Disconnect, then to a 200A Xcel Production Meter, then Breaker Back Feed via a 30A breaker into 150A in Panel Board. solar, T, SolarEdge Power Optimizer P300 I P320 11" P400 P405 P320 P400 P405 (fw highqwvvev (for 72 a 96 -CO tforsh! '� f hll 60-ce�1 nvdWe,sk nlodWes) sassrdWese rl 3 .. .. , 'hl') nf.'>`.�e r° . n xi'-,age M3I.\, r$.§rI T of fl'nvartcfs .. �. 25 rl 10 x, ht, (ndud4y�4„�X ..@`xj .. .. ,.,. ?011„21 GO 2.05 ... . .,„ .. f ,..o .. i'.2 ., .. . .. y s t"aa', 3,Covi edc'N .,t p y +..4,,.A �'v�SC xi -,,,:Wib!e ,rnzp v` 'C 3.,omnel,toi y c iTy""4e�tF J,: 7 2` n EP?'8 NEMA P .0 s�x 10,1..4 ., ,. ,k7 r4{ Rt � 11 30 Adx' Effi , ", cy A dc, 815 Jtia' € rA,N. �ti..r. PaQV, °.,,�;,. ��, s r 8a1t:�a`�a�.63, ,�, ,6;�a.0t .. .. , 'hl') nf.'>`.�e r° . n xi'-,age M3I.\, r$.§rI T of fl'nvartcfs .. �. 25 rl 10 x, ht, (ndud4y�4„�X ..@`xj .. .. ,.,. ?011„21 GO 2.05 ... . .,„ .. f ,..o .. i'.2 ., .. . .. y s t"aa', 3,Covi edc'N .,t p y +..4,,.A �'v�SC xi -,,,:Wib!e ,rnzp v` 'C 3.,omnel,toi y c iTy""4e�tF J,: 7 2` EP?'8 NEMA P .0 i.ie, s3 S k .,,W '. 10,1..4 >,c ,e.aa.. , nl—o�,xd..,.n....,t 25 25 rl 10 4 Nominal Rowpl, p'' ,"', (Wp) 240' 245 250 25S 260 2655 VVatt Class Sort i rig, •(VV) 0/4,5 5 0/+S 0/+S 0,/+5 oj+5 Non :inalllower Vol tago, 29,7 30,3 30,2 30,5 30,7 30,9 Norr*W Flower C or r ent - @,, (A) 8,17 8.23 8-30 8,42 aso Rsp OPO', Circuit Volitago, - (V) 36,8 37.1 37A 37L 37,8 38-1 ,ho r t Or coft Cur rent - l,, ( A) 8 ,75 8,80 &86 8.95 9'm 9D8 PaneF Effidency 145 14,8 6l IS'S 15,8 161 A i Lm mj&iprra 3f 200'V1mI {AMI Smd CCH 25TI w toam 96% of Ahes i C PmO effidmCY mir bf, achww"O, Nwninw Flower - P, ,,j, (Wp) 183 187 189 193 397 202 N omi no l Flowe r MA tage -, V,,\\I) 27,7 283 28,3 28,5 29,0 29.4 NorNnall PowerCurrpm - 658 6,646,68 677 6,8 1 0 &9PPnGqcUftV0ft , -V,,, 0 ea,g ,,, (V) 34A 34,7 3S,0 3S,3 35,7 36D S hort CircuR Current- (A) 7,03 7,08 7,12 7,21 7,24 7,30 Nommzi$ or,fl R!Ogf,O VPuporawro NOCT (800deo m' -' AM 1.5 wiii&+,ned I m/s, ambknit umpo awf�- TI, ttrst�t¢is .1 lf C6,07CA (SMt RRC isa 1padingglob al pfovWerof FatiarenergysoWtions- WiThynorethaii 5yearsof experience, we offer sustairraiAe, Ngli performhs g products, servicesand k westiments for the solar € ndrurtry, Together with ourgw,tners, we create value by providingooluflonsthat belter rneet thewortd',-grovvicSenerpynp.edf,. REC isheadquarteredinNorw-jy and£6-tedonthe Oslo Stock Exchange (Vckef-.RECS0L), Our 1,600 eniptoyees worldwidegenerated revenues ofUSD 647 rnfflionin2013, mmmummum2m solar Technical Note — SolarEdge Fixed String Voltage, Concept of Operation — 9/2012 ing Solar-E-W-fige Rxed Ir-*tr" Voltage, Concept of Operation # . * 9 0 . 27'" TRIAMUM&TRI FTC-WK(flT which is essentially a DC/DC buck -boost converter with an MPPT controller. The power optimizers are SolarEdge inverter. The SolarEdge inverter is a single stage current source — it continuously adapts the current it draws from the PV array in order to keep the input voltage constant. The SolarEdge power optimizer is highly efficient, maintaining over 98.8% weighted conversion efficiency over a wide range of conditions. However, for calculation simplicity, we assume 100% power optimizer efficiency in this example. witheach providing 20OW of power. The power output of each solar module is maintained at the module's maximum power point by an input control loop within the corresponding power ostimizer. of the power optimizers must be 5.7A. This means that each power optimizer in this example provides an output voltage of 20OW/5.7A = 35V. In this case, the power optimizers are acting as up converters, converting the 32V input voltage to the target 35V output voltage. The various system currents and voltages in this case are illustrated in Figure 1. Technical Note - SolarEdge Fixed String Voltage, Concept of Operation - 912012 Scenario 2 - Partial Shading: Next, we assume module #9 is shaded and consequently produces only 8OW of power. The other modules are not shaded and each module still produces 20OW of power. The igmigr &UiLLLMr*f tk,,e skaiOpd-n-cijulp itaixtaits it- u*Oula at its rvavrniuitt �&*-,yver p_gllt. 'Aj ic, 1, 1 will have an output voltage of 20N In contrast, the power optimizer attached to the shaded module will output 8OW/5.37A 14.9V. The input to the inverter can be obtained by summing 9 modules providing 37.2V and I module providing 14-9V. a♦14 1 • . M, �7iin, tke 9 r fi"i tl"�i rti. 1i Ai MW WW"ir-W i 11"A11%W; the voltage drop of the shaded module. The various system currents and voltages in this case are illustrated in Figure 2. ME= " Mi, ME= As demonstrated by this example, each module operating at its maximum power point, regardless of operating conditions. A comparison of the system operation in both scenarios can be seen in Figure 3. Note that both up and down DC/DC conversion are automatica4 used, depending on environmental conditions. IdeW Conditions Parlial Shading The fixed stnng voltage maintained by Sage power optimizers provide multiple benefits: • Flexible Design — mismatched modules can be serially -connected in a string. The number of modules in a single string is not r., •don module output voltage and therefore a wide string length range is permitted'. • High Inverter Efficiency and Reliability — the SolarEdge inverter components work at a fixed voltage, operating under less stress. The inverter always operates at a voltage that enables optimal DC -AC inversion efficiency, independent of string length or environmental conditions. • Reduced Installation Cost - longer strings, lower BoS element count and installation cost and labor. • Temperature Indifference - the SolarEdge fixed string voltage completely removes the temperature constraints which strongly limit string length in traditional systems. • Improved Safety - all power optimizers start up in "safety 1V output" mode until the power optimizers are connected to a functioning SolarEdge inverter. Additionally, in the event of a grid power shutdown, the modules immediately stop producing power and revert to this mode. .1 For ful I " I .,&P calculations refer to "Aimlication Note. SolarEdre —String-SSizine—"on the SolarEdRe website sa1arZ,-,J*M!rF, Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) ine inverter- TV- I 690J2 (1) through (4). Kit Contents Rapid shutdown cables Micro -SD card and SD card adapter with firmware files (Note: DO NOT THROWAWAY THE CARD AND THE ADAPTER; keep them for installation of other rapid shutdown kits) MFE�� f 3 Loosen the four Allen screws on the front cover of the Safety Switch, and open the cover. 4 Carefully disconnect the two DC cables from the left side of the switch and from the DC connection spring clamp terminals, as illustrated below'. Use a standard straight -bladed screwdriver to disconnect the cables from the terminals. MMMMMMMMZMM M - 7,6-1 1A M Inverters. - - --------- Rapid Shutdown Kit Installation - MAN -01-00186-14 sofa Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) 5 The rapid shutdown cables have a resistor connected to one end (on the red cable). Connect these ends to the switch, making sure that the red and black cables are Leversed relative to the cables connected at the top of the switch (going into the DC side conduit between the inverter and the Safety Switch), as detailed below. Apply a torque of 2 N*m (18 Win): a If the cables at the top are red and black from left to right, connect as shown below. MMMOEMM Mack (-) Red (+} with rapid shutdown resistor Figure 2: Rapid shutdown cable connected - option I Red (+) witti rapid Black shutdown r"stor Figure 3: Rapid shutdown cable conneeW - option 2 6 Use a standard straight -bladed screwdriver to connect the other end of the rapid shutdown cables to the DC connection spring - clamp terminals: Connect the black cable from the switch to the DC- terminal block, and connect the red cable from the switch to the ► terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality. 8 Close the cover: Attach the switch cover and secure it • tightening the four screws with a torque of ►" ft.*Ib Rapid Shutdown Kit Installation - MA"l-W186-1.4 solar=,7 Rapid Shutdown Kit - installation and Configuration (Single Phase Inverters) Inverter Software Compatibility Cheick and Upgrade I MAN Rip IIIIII!IIIIIII IN III!! piIIIIIIIIIII! 111111111 111111111111 111 1 1 I 1! 11 1 0 To check the Inverter CPU version: I Press the LCD light button short presses until the screen below is reached. I D # # # If # # # # # # D S& 1 1 2. x. x a x x / x x x x x C P Va 0 0 2 . a7 Q 0 2 Check the CPU version number. If lower than 2.0700, upgrade the inverter software as described below; otherwise proceed to "Power Optimizer Pairing". Use the supplied SD card adapter or the rmcro-SD card, which can be removed from the adapter, according to the activation card slot on your inverter communication board, labeled J1 ------J Verity that the AC breaker connected to the inverter is OFF. I Open the inverter cover's six Allen screws and carefully pull the cover horizontally before lowering it, as described in its manual. 2 Insert the card into the card slot on the communication board. If the communication board has an SO card slot, use the supplied SD card adapter, If there is a micro -SD card slot, remove the micro -SD card from the adaptor and insert it. 3 Close the inverter cover and turn the AC on. If upgrade is required as described above), it starts automatically. 4 Wait for the message "Done" to be displayed on the LCO. 5 Verify the correct version as described above, 6 Remove the card from the inverter and keep it for additional kit installations, Pairing at this stage will reprogram the power optimizers to perform rapid shutdown. Verify that the Olaf OFF switch at the bottom of the inverter is OFF. I Turn ON the AC breaker and the Safety Switch. 2 Perform Pairing as described in Step 2: Pairing, of Chapter 5: Commissioning of the SolarEdge Installation Guide. Enabling Rapid Shutdown There is now an option in setup mode to enable the functionality of rapid shutdown. Troubleshooting If the inverter d n tenter", may be incorrect. Recheck the cables and make sure that the rapid shutdown cables connected to the bottom ofthe switch are Le_versed relative to the cables connected at the top of the switch (see Figure 2 and Figure 3). Rapid Shutdown Kit Installation - Ao%AN-M-W186-1.4 Mounting Systems PITCHED ROOF STRUCTURES For Framed and Frameless Photovoltaic Modules Ultimate Flexibility The S:Ft,,EX pitched roof system allows for easy installation of all framed and frameless pholovoltaic rnodules, We have various attachment, and mounting designs to, match your spedfic roof surface. An on-site adjustability of 11.75" front to back and up to 15' verLically allows for a level installation. Maximum Security and seismic load requirernents. Designs meet or exceed IBC 2012 standards and are compliant with all current codes and standards, The S:FLEX pitched roof system is light enough to be installed on old and new buildings, Extensive Module Compatibility Universal height -adjustable n,*,dule clamps allow for maximum flexibility when mounting framed modules, 1.18" to 1,97" thick, We can also provide certified laminate clamps for frarneless modules, Quick Assembly The S:FLEX pitched roof mounting structure has numerous pre -assembled parts. The dick technology further reduces require no hardware. On the roof, there are only two tools required and together with the detailed assembly instructions ensure an easy installation. Lifetime Longevity The aluminum and stainless steel components' natural corrosion resistance decreases maintenance needs and extends the fifetime of the installation. Aluminum rails are light and easy to handle. Available finishes include mill finish and black anodized. In addition, all components are recyclable, Prqiect Suppoft If requested, a dedicated representative will support your ftrorn the initial estimate throtig—h the final installation. Project specific designs to optimize material use, ease of Permitting packages are available. R, EX Ok"S aw, PITCHED ROOF STRUCTURES For Framed and Frameless Photovoltaic Modules Using a flashing attachment for composite shingle rooftops The highly flexible S:FLEX Mle Roof Hook can be used with various tile types The low profile rail ST -AK 1/12 albWS for a direct attachment to the meta sheet surface with sheet metal screwsm Hanger Bolts connect to the wooden or steel substructure of metal sheet rooftops if the metal sheet is too thin Photovoltaic Mounting Systen"is Application Pitched Roof Flush Mounts Roof Tilt UP to 700 Roof Type All roof types including composite shingles, roof tiles or corrugated metal sheets on various roof substructures as wooden or steel beams Module Clamps universal height-adjustatite module End-rJamps and Clamps with patented dick technology offer an easy and quick installation of framed and frametess modules Module Orientation Portrait or Landscape depending on attachment method, roof surface and supporting roof substructure t4anufacturing Flaidtile use of various extrusion and fabrication facilities in North and South America as well as Europe to meet the variable demands of the markets Maintenance Minimal maintenance due to aluminum raft and components which are naturally corrosion resistant Warranty 10 year limited product warranty. Extended warranty upon request - Additional Services Project specific design and engineering services as well as installation support upon request ,,, .a >' E' X T n r.'FaN: (720) 292-1958 756 S. Jason Street - Unit 27 Denver, CO 80223 Phone� (3 i3 522-3974 structural point load capacity as well as wind, snow, and seismic loads. Common residential roof point load capacilks typically limits span lengths to 4'0" or 6' 0" on center. Services of a professional roofer or structural engineer are advised. Design Standards Meets and exceeds IBC 2006/2009/2012, CBC 2013, ASCE 7-05, ASCE 7-10, Aluminum Design Manual 2010, 2010 AISC code. Compliant in all North American jurisdictions. Hardware & Tools Standardized stainless steel bolts and nuts require only the use of two tools Rei justabiffity Up to 1.5 inches of vertical, and up to 0.75 inches of front to back on-site adjustability Grounding Integrated grounding options are available Finish Melfi i and black anodized t4anufacturing Flaidtile use of various extrusion and fabrication facilities in North and South America as well as Europe to meet the variable demands of the markets Maintenance Minimal maintenance due to aluminum raft and components which are naturally corrosion resistant Warranty 10 year limited product warranty. Extended warranty upon request - Additional Services Project specific design and engineering services as well as installation support upon request ,,, .a >' E' X T n r.'FaN: (720) 292-1958 756 S. Jason Street - Unit 27 Denver, CO 80223 Phone� (3 i3 522-3974 Photovoltaic Mounting Systems FLEX Installation S -.FLEX BONDING MANUAL R.".)r fmmed PV modules psi pottrait orieritabon S*.FLEX Bonding Manual - - - - - - - - - - - S:FLEX Splices (Spike 131 Splice 19) With Integrated Omding Splicing rails mechanically and electrically even at thermal breaks Surndy WEER -CCR Bonding S: FLEX Rails to Module Frames Overview SumdyWEER-CCR-2 Bonding S:FLEX Rails to Module Frames Ourndy WEES-Lug 15.8 Bonding S: FLEX Rails together at the end of each rail Note: Xewsp mad the nianual cuireftelly before instalfing Products are tested to UL 467 and compliant with National Electrical Code, ANSIINFPA 70 for safety grounding and bonding equipment Every component labeled "BumV in its name is manufactured by Burndy LLC �nqu.1qP6-bsflvxxom ivww,,rfl ex, cam, i MilIg FIN �319 111 K MMEMI=� 1*rrMW#TM rdif LIT MINXIIELF d--3,j,,3LeFTJ. S. -r -LEA connecting them structurally. a it Ins aHadon is gwivit-7strajanswal jam# M1 backwards (bonding dip facing another side of the rail) for optimal grounding performance from bonding dip. 9 d Instailatiori 1MMLG=1=i= is naturally bonded with S:FLEX Splices wO integrated bonding. Module- strings must terminate at the break, where no module spans across the gap between rails. Ad t # # Or"im I - +<+a V I I IN #144 01 t S:FLEX Rail Rail must have 1,5" extension i v �q uhIK"'ps flex, com wwm,"d1mm, m TF 7M With Integrated Bonding, insert the splice backwards (bonding clip facing another side of the rail) for optimal grounding petfonnance from bonding W 16011"M W -ROW, 11 "M 1L*mRk-jRL#j#A InstaHation WREN teeth are fully embedded (shown by red dash line) Important Note: All teeth must penetrate fully inlo both module frames and rails to provide sufficient bonding. Inspect and ensure S:FLEX Mid - Wim, WwAi W66-41-cr., I i2t ett jj V istVlei" 6j", Fail iqp, k n 4aztter if it was V rs MW I WA L" UW I I= 11 EIR MUS U UUM mow 70977sar'n — to guaranteed while reusing the Mid -Clamp GroundWg Cho / WEES. Instz-111ation 2, 2. Installation of S:FLEX Mid -Clamp Grounding Clip / Burndy WEEB 'rT7WffyT57FM71ounvng System, on i ff RjR_4tPT-1TEE5 Mile Installing W;WTTM7UMT,.7, onto the system, Step 1: Conned S:FLEX Mid -Clamp Grounding Clip / Burmly WEEB-CCR to Mid -Clamp Connect S:FLEX Mid -Clamp Grounding Clip / Burndy WEEB-CCR series Clip to S:FLEX Framed Mid -Clamp as shown (Slide in S: FLEX Mid -Clamp Grounding Clip between Mid -Clamp Top and Mid -Clamp Connector; Place Burndy WEEB onto the rail with the pins downwards and crick the Mid -Clamp over the WEEB onto the rail. Step 2, Install Mid -Clamp on Rail KO Grounding Clip / Burndy WEEB should now sit on top of the rail. Step 3. Install Modules is i 40 I-#-",, W*000 tTeT.-T should be located between module frame and rail at the bottom. Important Note: Wch 6141114,-Mwi Grmi t F -t t WE* t iturtiv WFW Kipf-m-4a ed -N, fum ISTUGL ISE SLffirked- Juj& L* !Ufill Tot in q � 0 ry"'�'p stlex"Com www�""Akl)�'.cnm R"EX 1238��� 1111 -1 F p'll'', 1111,11111111111 77 = , 91-1-z Instailabon MM" .0 . #: I . I I Important Note: guaranteed while reWng the Mid-aamp Groundmg dip / WEEB- �nqWryl sftexxorm v4,V"V.O1exxO M, visible at the bottom, Installation VRepresents the S:FLEX Mid -Clamp Grounding Clip / Burndy WEEB series locations Wa a Y ! etaI Represents the S:FLEX Mid -Clamp Grounding Clip / Burndy WEEB series locations I'� 111�111 jr, 11111111111 11111 # a 4 a E1 I A ]z Important Note: Each S*FI.F-X-ffuldlarap-CmLwtLArjT*.•q'—Rar-gi guaranteed while reusing the Mid -Clamp Grounding Clip A, qui r y "'Ns"Re X, wn I, wwwMI ex, ax'" 3: Sumdy WEEB-Lug 15.8 Installation Note: Burndy WEEB-Lug 15.8 is used to bond rails together, at the same time ground the system with grounding mi'l iiniz T• r, ♦ r r renmoe the system are bonded together. ENE= (Left) Installing Burndy WEEB-Lug 15.8 on the top channel of rail; (Right) Installing Burndy WEEB-Lug at the side channel of rail Important Note: The installation of the WEEB-Lug to the side channel, applies only to the rails with a side channel — e.g. Rail ST -AK 13/60, Rail ST - AK 19/66 and Rail ST Alf 182/120. grounding wire, to bond the whole system together. i I •"I I I 1 '1*• f 1 [=g1*1 I 1*110EMMMI ULAIIALI&I BIVIAMISMIM-gs ju6vig, UHUMEWATIMIM - M8 Button Head But has to be tightened to 12 ft-lb (16.3 N-m) N kA, ryO@,,qle X, co rn Www'dlex"mm T n st a I i atka n Surndy EES -Lu SA ISA M8 T -bolt has to be tightened to 10 ft -lb N -m) and Tenninal Screw has to be tightened to 7 ft -lb (10 N -m) per Bumdy suggestion Z'114" Double Stud Flashing ZDSFA-1 5 AL I ZOSFA-I 5 AL BLK a 'na on the waterb , f fo 'A i tod", y r -",OITWPOS tiamfasphaR shingle roof pmvid 9 'ridustr"", v,,ithi flexiblMly and tzl'ependabiffty ii -t the field, ZW,i, DwNk,Stud Rashinq;, ,F`imished Look Ufa it's Scary"" 77 Waneka Pkwy - Lafayette - CO 8W26 - 720,880 6700 - fax 303.655.0379 - zillarac,com PiRECYCLEI)MATEMAL MADEWUSAOMADEM ON 89 Two poirit installation r Egg M11, 6 Four point installation Available in Wil and Black ZDSFA-ISAL ZDSFA-1 5 AL BLK „&.111a” Double Stud Flashing t 11U- A,�,,lsuu ��t bie Stud ud $' a4iaing aaa i`kaari=,„u”„�� „. _ �av31 "Its,' st a.,x. h'i a i rnenibers per system design sp o, ifir."}t€ti,ans, F a. H w shing,.*u rnant'g l ia., ger t; ks vend A il,!J equ.a ire s'b for exposure and proper a,.C7t,e aa,p a:.. Parts included in the assembly: ilia€3' Base Plate illa`� Flashing ilia: Double Stud with Encapsulated Gland brasher Other requirements: Appropriate fastening hardware to approved method of attachments j accordance with Authority Having Jurisdiction (AHJ) Drill/Driver to secure hardware Drill bit for pilot hole to n-tatch fo�sh hardware (national). r a 1 r i 1 ., 4r .a' .. �... , .. , .. ..a.. .., .,. 'mk. ,. �.. .,:. ... Douglas Fir -Larch i1.5 252 2% 342 Douglas Fir -South 0.4 r_ 223 263 301 Fnglenaann Spruce-Lradgela<aie Pine it 4S 223 263 301 Hem -Fir 045 200 237 272 Hein Fir l,Nrarii7l 0,46 223 263 351 Southern Pine 0-55 291 344 394 Spruce -Pine -Fir 0.42 194 230 263 Spruce -Pine -Fir (South) 016 - 153 133 205 Westerns Cedars 0,13 153 1 3 208 OSBIR'yaood 0.5 252 2% 342 a"ij"- I case. v, Tabulated values above based on Arnelican Wood Gorandl, NDS 2012 Table 113.3.1 and Table 11,2A Infcarnaation for reference only, Engineer of Record shall be consulted for actual design, 'Thread penetration does not include roofing thickness Wind Uplift Load Duration, 10 minutes, CD =1,6 Values listed above; for dry (MC < 19%) lumber Rooftop Temperature Ranger 1250 F<T 515011 F: Cwt ;,=0.7 Thread penetration into side grain of structural member Palace Base Folate upon deck so installed Flashing is a 2,9'boneath shingle course above in accordance with AHJ, k, a 2,0w 110 e IM” w �"�a .aH•l.�5j� Vertical or hori csntM Capt€+gnat Structural ffmthod Sheathing method Attach the Base Plate with approved fasteners per AHJ or engineer of regard. DO NOT OVERTIGHTEN F STE Ef SI Mitzi- It's Scar , 77 Waneka Pkwy - Lafayette * CO 80026.720.880 6700 - fax 303,655.0379 • zillarac.corn MADE IN u%A k,,4MADE WITH REC`AaALED,dAZ"£=r Al- ZDSFA-15ALIZDSFA-ISALBLK d ... ... . . .... .. . ... . .. .. . . ling A Carefully Install the Flashing under the shingle course above widi the required coverage, Follow shingle manufacturer recommendations and AHJ requirements for exposure and proper coverage, 3 Attaci,,, the Double Stud Thread the Double Stud with the washer side down into the hole. Tom the Double Stud by hand to sandwich the Flashing between Base Plate and Double Stud (washer), 4 in'spect the Ga. mrtf-�Cflor,' Visually Inspect the connection. Verify the washer is property seated and the reveal around the washer is even. Align the Flashing over the threaded hole in the Base Plate, ad of the Flashing, across the top a 1 d�jo both sides, prior to installation. 00 NOT CAULK BOTTOM EDGE. NOTE: Once the Flashing is in firm contact with the Base Plate and washer, turn the Double Stud 1/4 tum to tighten. the Z110 Double Stud Flashing Assembly is now complete - So Simple It's Scary!'3,,v, Zilla- lws Scary""" 77 Waneka Pkwy - Lafayefte - CO 80026 - 72OZ80,670D - fax 303,655 0379 - zill arac.corn XIFI'MADE NUSA" iMASSC 4DiREC,'YCLEDMATERS AL �{{ NUMBER OF MODULES IN S ES" r/ 12 DISC AMP RATING= 60 t A T RNaTI 22al v DISC VOLT RATINCf "r- 50 v ZN LOWEST EXPECTED AMMENT TEMP _.� CISCO i(ac) RATING= a 1 i„ A 0 4crC- Ix;$ HioHEsr oDNPNuous TEMPERATURE'c DISCO VOLT TING— 500 T l(Located on West # MAX AC CURRENT-_2LC_L_A 119 SHUTDOWN cow 5.355 Sola" Arra .. ,... . aid � ROOFTOP J-8 OX (!n !s+ a ar) L�rcp%�d Cry,west side of house)# � (On west side L MODULES IN SERIESt G of aou ) SOURCE CIRCUIT r f [ { r AW OPTIMIZERS �e s 4 S c i 54 „. .. MODULES IN SER IEa SOURCE—CIRCUIT OPTIMI ERS >,.}.. ,. , CONDUIT TYPE MT TcoNourr ., yp CONDUIT CONDUIT CONDUCTOR iCCNiCow Ct� CONDUCTOR R�SUCCNCUSiZ ROOFTOP1N lVA` CONDUCTOR SIZE CONDUCTORSIZENUM OF CONDUCTORS N R MINIMUM REQUCi 2 -RED) WITH WATERPROOF SPUCES NUMBER OF U ± NUMBER CSCOND R� NUMBER of CCAb CT�C� �l n OR OTHER APPROVED C simLSARE (NEC 250,122) TERMINATON METHOD ("„ LRCC, Ri (?LACK RED, R ` REIGN (NEC 110.1,4300.6-.314) � (NEC 230.122) T" . J GREEN) „ WH GREEN) CCC SIZE AWG (NEC 250,66) ECC SIZE A (NEC 250,55) MODULE MODULE MODEL # REC255PEBE-K NOMPOWER—POINT NOM POWER—POINT' VOLTAGE OPEN—CIRCUIT MAX SERIES FUSE (CCPD) `) A MAXIMUM POWER (Pmox) r=3 55 W VOLTAGEMAX SYSTEM «►1 x # SUPPUED.CIRCLE TYPE• ss• x• r s RATED MPP VOLTAGE -Ni "t } * p MIA! •4'114.1 sr° es x i^ x; Deandrea Residence 3335 Ingalls St. Wheat Ridge, CO80033 . I SEWCE VOLTAGE. 240 v MAIN #D • ARR AC « �� � OF ». «> } ', N } . ins • 3, 0 � xx AC OUTPUTT CURRENT- LA i NOMINAL RIC vwArx- 240,v q } ♦ i AC POINT OF CONNECnON �x AC OUTPUT CU..: .21 OA x 1. ,• 'x x # N � x N fi xfix•,x '€, } a �a'xr arN=� S' x ' NOMINAL AC VOLTAGE- x x x N x} N x} �. 4006MIMMINIm LK BUS SEWCE VOLTAGE. 240 v MAIN #D INVERTER .► 3, 0 AMPERE RATING- APPROVED Subject to FieM Inspections Wheat r at Ridge BOding Dept current to be + 10,000 AJC t S quenc.=ing Rules, Plan Checker the Xcal Energy Standard. revision of the Xcol En"y Standordi especial motor block), and is required N have a lover %ypass cannotnotorIf there is any reason this be i"ArfMal»`x♦ xx must approve stoo of the pr"amory mater. per code. a c od e,corn,,� VaNdity of Permit The issuance of a per nit or appraval of plaos�specirjc4bws and computations shall not be a pef mit for, or an approval of, any viol ' R to aRy of the provisions of the building coda or of any Elty ordin P#rMb presuming to give authority to violate or ova the pmvisletb; Buildinq cados or otter ordinances of the City shall not he as City of Date: Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Review Office: 3-285-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building PermitApplication Please complete all highlightw aress on, botheldesof this tbrm. Incomplateepplications my not be processed. �* Property Address: trOperty Owner (pleas riref : Phone-, Mailing Address: (if different than property address) Address City, State, 'r Architectf n lin E-mail-, Phone: Contractor: f Contractors City Ucense#: Phone. -7 Z,,Q 940 (.0 VKk Contractor all Brass. Bub Contractors: Electrical: Plumbing: Mechanical: ii W.R. City License # WR City License # W.R. City License Other City Licensed Sub. tither City Licensed Sub: City License # City License Complete all information on BOTH sides of this form NEW COMMERCIAL i itr ELECTRICAL ..t SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE C MERCIAL ROOFING COMMERCIAL ADDITION eESIDENTIAL ROOFING SI F ADDITION i* REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL it STRUCTURE shed, deck, MECHANICAL i F #•d REPAIR PtIIs REPLACEMENT YF Y 1. PLUMBING M d•:st REPAIR • dw.. *. REPLACMENT ELECTRICAL SYSTEM/APPLIANCE • if i• REPLACEMENT M M d OTHER ♦- mount of materials to be used, etc,} Sq. FULF Btu's Gallons Amps Squares ',. Mer M Property Address:.3335 Ing St, Wheat Ri •- CO PE s wner (plea Address*Same as above City, State, i Complete all information on BOTH sides of this form Project Value: (Contract value or the cost of L11 materials and labor included in the Raft project) .15259.2 018"NEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, 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 I 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: (OWNER) (CONTRACTOR) or (AUTHORIZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR) NAM. Tracey Momis Tracey MorrismmWt— DM:- 9/29/14 s Building Division Valuation: $ September 18, 201 Attn.. Lisa Whitell re: Job 20142025: DAN R. A- 005gf The following calculations are for the Structural :Engineering Design of the located at 3335 Ingalls Street, Wheat Ridge, CO 80031 STRUCTURAL ENGINEERS of '00) If you have any questions on the above, o not hesitate to call. i r t to art r App � f A, j APPROVED E 0 45577 Date f 1 ,r ..: } H ;� ' / A {c M, la 1 I Iff III Mill ME Ili . I liffili I I * • +, s Roof Snow Load Calculat 4.00 lodt p = Ground Snow Load - 30 psf 115 C, = Exposure Factor = 0.9 (ASCE7 . Table 7-2) C = Thermal Factor = 1 (ASCE7 - Table 7-3) I = Importance Factor = 1 Roof Dead Load MP28) p : 0.7 C. C I p 19 psf (ASCE7 - Eq 7 -1) where p. 5 20 psf, P min = I x p. = NIA min snow load {c,fWpe < fs °) where p > 20 psf, P ruin = 20 x t µ N/A fain snow load <f5 Therefore p = Flat Roof Snow Goad = 19 psf Total Roof DL ( P2R) p� _ C DL Adjusted to 24 Degree Slope (A7 - Eq 7 -2) Cs = SloR2 Factor = 0.767 p, : Sloped Roof Snow Load = 110 psf PV Dead Load = 3 f Per r Total Roof ILL (MP1) 9.0 psf PL Adjusted to 24 Degree Slope 9.9 psf • 4.00 lodt 2.00 2x6 Rafter�`�� o.c. 115 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 0.85 Total Roof DL (M ) 8.0 psf DL Adjusted to 24 Degree Slope 8.8 psf , Roof Dead Load MP28) Composition Shingle 4,00 Roof Plywood 2.00 2x6 Rafters @ 24 "o.c, 230 Vaulted Ceiling 0.00 (Ceiling Not Vaulted) Miscellaneous 030 Total Roof DL ( P2R) 9.0 psf DL Adjusted to 24 Degree Slope 9.9 psf, • I I L:j il; 11 11 :! 11111 : li ZM3= runo bpeea i tt mpn Exposure Category C Roof Shape Gable/Hip R�S� N degrees Mean Roof Height 9 ft Wildingt6astWidth 40 ft Effective Wind Area 175 ft swooff Uplift C*Uwiws 4.VI IV I 4,VUV 4 /-V1 It: ) I'Miltivu GCp = -0. 85 -1.45 -230 0.40 (Fig, 6-11) Uplift Pressure = -15.72 psf -26,82 psf -42.54 psf 10.O psf (Minimum) X Standoff Spacing = 2.00 2.00 2,00 Y Standoff Spacing = 5,00 5,00 5.00 Tributary Area = % 10-00 10.511 Footing Uplift = -157 1b -268 lb -425 1b Standoff Lpn Check Maximum Design Uplift = -425 lb Standoff Uplift Capacity = 700 Cl 700 lb capacity > 425 lb demand Thereforre, OK 820 lb capacity > 425 lb demand Therefore, OK 3 of 7 DeAndrea structural caics 2 xmm�� (MPI) PASS - WO Fmring lj�, Double 2x6 m 41 M SPF#2 @ 24"o,c. :k 8entrma Stnms Allowed Deflection (Total Load) = U 20 (E =1400000 1.4 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) (5'w'L A 4) / (384 0,814 in U207 > U120 Therefore OK Allowed Deflection (Live Load) U180 0,933 in Actual Deflection (Live Load) = (5-w-L A 4) / (3WE'l) 0.431 in U390 > U180 Ttierefore OK Allowed Shear = Fv * A = 2228 lb Max Shear (V)=w*L/2 384 to A,' owed > Acluua 5 r ',.r Stressed -- Therefore, OK • September 18, 2014 Solat 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Ann.: Lisa Whitwell, Re: Job 20142025: DeAndrea-8005968 _:3335 Ingalls Street, Wheat Ridge, CO, 80033. Subject: Certification Letter MM A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV with a structural upgrade. Design Criteria: • Applicable Codes = 2006113C', ASCE 7-05 and 2005 NDS • Ground Snow Load = 30 psf • Roof Dead Load= 9.9 psf (MP I) 8.8 psf (MP2A) 9.9 psf (MP2B) • Basic Wind Speed =- 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 113C. If you have any questions on the above, do not hesitate to call. 3154 Sierra College Boulevard, Suite 150 * Rose0o, CA 95561 # 91061,3960 P * 916.961,3965 • rompsexom STRU(TURAL ENGINEERS Dead Load 8.8 psf V Load 3,0 psf Snow Load 10 psf Governing Load Combo = DL + SL Total L a� ny� 2x6 756 �' LU �d. G fl- rub �p. SPF , p,, y u PAS Eck Shear Member Area = 8.3 in A 2 Fv (psi) = 135 psi (DS 'Table 4A) Allowed Shear = Fv * A = ` 1114 Ib Max Shear (V) =w* L t 2 = 184 I of 7 DeAndrea structural caics zmza�� (MB) PASS - Nth Fra, Upgrades WMEM. Maximum Moment = (wL A 2)18 = 1390.98 ft# = 16691,7 in# Actual Bending Stress = (Maximum Moment) I S = 1993.6 psi Agowed > Ach, - 73 4",el", Stnessed -- Thereive, OK 979�r Allowed Deflection (Live Load) = L/ 80 0.95 in Actual Deflection (Live Load) = ( w - L ^4) / (384 0,463 in U370 > U180 Therefore OK Wember Area � i9:9 Fv (psi) 135 psi (NDS Table 4A) Allowed $hear - Fv * A 2228 to MaxShearM=w*L/2 = 390 lb AHovved > AcW -- 17 Stressed — Therefore, OK am M= 932��� 3 M. Weight of PV System (Per SolarCity) 10 Psf ,Approx- Area of E2posed PV §y2jern 559 sf Approximate Total Weight of PV System 1677 lb 1 0% of Existing Building Weight (Allowed) 4318 lb Approximate Weight of PV System (Actual) 1677 lb Percentincrease 3,•% 4318 tb > 1677 1b, Therefore • MMCE= 7 of 7 DeAndrea structural caics ----------------- Roof 640 sf 9.9 psf 16236 Ib Ceiling 1640 sf I V,V F al 9840 Ib Brick Veneer '162 ft 20.0 Psi 12960 Ib Int. Walls 162 ft 4147 Ib Existing Weight of Effected Building 43183 lb Weight of PV System (Per SolarCity) 10 Psf ,Approx- Area of E2posed PV §y2jern 559 sf Approximate Total Weight of PV System 1677 lb 1 0% of Existing Building Weight (Allowed) 4318 lb Approximate Weight of PV System (Actual) 1677 lb Percentincrease 3,•% 4318 tb > 1677 1b, Therefore • MMCE= 7 of 7 DeAndrea structural caics i i ul i � i tOZIL • Z Ad I S130VI ONIN8VM V 83IN33 OVOI S138VI V 13NVd Nt7Ilf18IdISIt1 S138VI V X08 8 N1MO /NOLLONnr oo S138VI ONIN8VM V 103NNODSIG OV S138VI 9NIN8VM V 103NNO SIG 00 asnOH 10 4uOJ4 S130VI ONIN8VM V OOSIO 00 (13IV8 3IN1 /M 83183ANI 138VI 8NINM V 8313M AI11 n (3) 393 y 1 V IYO { Pry L L 99 V AVM3AL W V (3) 314 V) ToIS T �.,80jS al dua '1VIN3lVA t7Z :HDItd XV88 H :H ltd 0 4S T ' F,80I I6utgS dujo :1VI831V os :Hinviiz t omy OST'Hinviizv Zdt t7Z:H lld 1.V88V t7Z �HDlld 60is T 5,801S al6ul4S (luru:) IV183I Yt o6 *mYnvv v l'd88v 06:HIFI#iI V Tdl HVild ),V88V t7Z Vild 30NVHO � fllo(1?J1S ►O 0 R-1 ZTf9 1*1 O 0 2 Minimum Sister Length 4" fr om Ridge :VIV. Llc ,.P" i"' X•CA LEVER Y-CANTILEVER NOTES Q (IF 3 -PLY) SDW SCREWS STAGGERED AT 16' O,C, ALONG SPAN AS SPECIFIED, IF LANDSCAPE 72 " WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A r" DRILL BIT. 24 "' ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO X p,' l ,l l l'' *. STAGGERED i RAFTER 2 i C 2X @ 16" _ ROOF AZI PITCH 24 STORIES: 1 7 ARRAY A71 90 PITCH 24 C o m p `.._ Maximum Distance from Ridge Minimum Sister Length 11.9 ,�,_xC �DF02' (N 4"± IN w� d (E) LBW SII�� VIEW E P� NTH SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING Llc MP 2B X- SPACING X•CA LEVER Y -SPACING Y-CANTILEVER NOTES Q (IF 3 -PLY) SDW SCREWS STAGGERED AT 16' O,C, ALONG SPAN AS SPECIFIED, IF LANDSCAPE 72 " WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A r" DRILL BIT. 24 "' ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO X p,' l ,l l l'' *. STAGGERED NAILS AT 6" O.C. ALONG SPAN. PART 48' • SISTER ALL RAFTERS ON THS MP SECTION INTO WHICH THE ARRAY IS LAGGED gg'° DESCWTOk DEANDREA RESIDENCE Dm: John spanolo �`, Aa 'ei, 8.18 KW PV ARRAY RAFTER 2x6 @ 24°" OC PACE N R F AZT 1 8 0 PITCH 24 STORIES: 1 ARRAY AZI 18f9 PITCH 24 a * W4f T.(6 7} 63 M atm R(� ) 638 --1029 I: ICY PATE. C3, 2x6 @24 PV 3 9 /17/2014 Comp Shingle : J - 8005968 C CONT O NOT IAA FOR DEANDREA, BOB T OF ANYOK EXCEPT SUWTY INC., SYS 3335 INGAI. LS ST NOR ALL IT BE DISCLOSED IN MOLE OR W comp Fount. T c PART TO OTHM CUM THE RE T'S WHEAT RIDGE, CO 80033 AMZA EXCEPT IN c NTH TK SALE AND USE of TK RE 011 (32 CANADIAN SOLAR c5 P.-2 PX TY E T, WTHOUT THE PE OTY WC 9t (303) 931 -8229 ABB j PM -- .6- OUTD— — — —A SISTER UPGRADE INFORMATION: RAFTER UPGRADE INDICATED BY HATCHING Llc UPGR ���i N 1 CU ND� ADD (N) SISTER AS SHOWN IN THIS SIDE VIEW AND REFERENCED TOP V�. CJ 2. FASTEN (N) SISTER TO (E) MEMBER W/ SIMP ON SOW 22300 (IF 2 -PLY) OR 22455 Q (IF 3 -PLY) SDW SCREWS STAGGERED AT 16' O,C, ALONG SPAN AS SPECIFIED, IF 45877 WOOD SPLITTING IS SEEN OR HEARD, PRE -DRILL WITH A r" DRILL BIT. ALT. OPTION FOR FULL LENGTH MEMBERS ONLY- FASTEN (N) SIDE MEMBER TO X p,' l ,l l l'' *. (E) RAFTER / 10d (IF 2-PLY) OR 164 FROM EACH SIDE (IF 3 -PLY) COMMON NAILS AT 6" O.C. ALONG SPAN. /( IL • SISTER ALL RAFTERS ON THS MP SECTION INTO WHICH THE ARRAY IS LAGGED DESCWTOk DEANDREA RESIDENCE Dm: John spanolo �`, Aa 'ei, 8.18 KW PV ARRAY PACE N a * W4f T.(6 7} 63 M atm R(� ) 638 --1029 I: ICY PATE. STRUCTURAL VIEWS PV 3 9 /17/2014 ()- —CITY (765-2489 www.sokrcit f CA DE VIEW O I MPI NITS �I » , .. I , � : i IIM ,� . ; « ' IIII 1 iFM II�I lIII I � I� ���� �I w�V { 3'5 ��y •v .. � # ' ■ • • . .. � wl� III � +. o ## e x .. . .. •. e . x t II I I I I II M I HIM 310H i011d IV3S � � I III IIII 1 � � �I� � � VIII IIII I •�i [ 220 02 1 83080 ! Y F # # f # �,VMV Ad MA 9 1'2 is slivoNli g222 oil ;. .i 296 900 9 - 9r i ,} i # kkinTaTaynamnookmaw _.. -%z t iA.. [ NV 4J . # { 3'5 ��y •v .. � + lf OVI HIM a 11 AI 7 } d.. y '. N M wpb 3 I II ■ 11 11 HIM 310H i011d IV3S I III IIII 1 � � �I� � � VIII IIII I •�i [ • Y.77.. ♦♦ �� y M Y O 71 83080 ! Y F kkinTaTaynamnookmaw _.. -%z t iA.. [ NV 4J . o SEPARATE CCOWT FROM RELOCATED LO WK *WS FOR ► LOAD r: VO AT MIN TEMP MAIN PANEL SPECS t;ENERAL NaTE INV RTER - SPECS DULE SPECS LICENSE BOND N 8 GEC TO N GRCIElND RBI () Fennel Number: Square D Inv 1. DC Un 9� INV 1 -(I)AM / I w- 3.6.OUTD -�S- S-Z -A L� -2 02) CANADIAN AR GS6�' 'X LC 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: ,22789274 Inv 2; DC Ungrounded F inverter: Z' 24DV, PV Madule 25 Vdd,° 234,3W PTC, Block From e, MC4, 2EP Enabled Underground Service Entrance INV 2 -(1 )AM IF PV- L6 OVTQ- S- US —Z —A W A FO Inwt t_Z , , 24DV, Vac. 37.4 Vpmax. 30,2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER (E) 100A FAIN SERVICE PANEL Multiple Main Br ers (8 or fewer} ADJUST . A' VATI I VOLTAGES! SolorCit Y (E) WIRING MILBANK CUTLER - HAMMER BRYANT Inverter I IND (N) 125A Load Center SET ACTIVATION V(1t.TF i E TO 2?ev Meter Becket Disconnect 11 9 AB. PVI- 3.6�- OUTD_g_,US -Z -A + DC+ C• t Strings} 01 6 t7n MP f (E)LO D 2DA /2P _- �_____- __--____J LI i 4OA/ ! DO NOT ADJUST MIN, ACTIVATION i.TAGE A _ GN _ G*9t7 _ r _ _ ._. — — _ _ — _ _ _ _ _ . _EGG C _ � � L Stnng(si Of ID On f 2 N B R Y ANT Yafld ( I )Caiduit Kit: 3/4" EMT i (N) Center i Inverter IND EG"C ui (E) LOADS ELA I F 1D $ ADJUST Milo, ACTIVATt(JN V TALE 12 i P -3,6 (3UTD S- US -Z -A OEGC S Ss ngC? of s C s ) Mr # 4DA /2P e i r 20A /2P -_ �________ -__ _ _ -___-_ _ ___.- _ _______��J i easy I _______ i i L2 i T{? 120/240V i i ± i 7 4 oa svoT ADiusr MIN, ACTI VATION v PAGE Dc LE PHA UTILITY UtCE I M _ — ® L _ i sf _ _ _ Gf GEC _ _ T DG+ Dc I String (s( B can Ma z i Ego J t1)Co i t i f I EMT i xv i _ o SEPARATE CCOWT FROM RELOCATED LO WK *WS FOR ► LOAD r: VO AT MIN TEMP SolarCity SleekMounff - C The Solar City SleekMount hardware solution is optimized to achieve superior strength and aesthetics whHe minimizing roof disruption and labor, The elinlinabon of visible rail ends and mounting clamps, combined with the addition of array trim and a tower profile all contribute to a more vssually appealing system, SleekMount utilizes Zep Compatible" modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the nUmber of standoffs required, In addition, composition shingles are not required to be cut for this system., allowing for rnininial roof disturbance, * Utilizes Zep Soiar hai and UL 1703 iisted Zep Cornpatibie" modkAes * lrrtedock and groundmg devices in system UL tisteel to UL 2703 * interlock and Gkrmind Zen ETL iisted to UL 1703 as "Groun6r, and Bon6ng Systern" * Ground Zep UL arid ETL ksted to UL. 467 as grounding devne * Painted gwvanized waterproof flashing * Anodized cornporients fop corrosion res * AppiicaUe for vent spannmq Wncttons Components 14W "i 16" Macti�ne screw *W" Leveiing Foot "OUP Lag Screw #0 Corrip MoLmt Comp MowA Rashing S olarCity, January 2013 `k Drd' N, ot Hoie of Proper Diameter for Hi Fastener Size Per NDS SecVon I 1 3 2 Sea! piiot hote with roofilig seaiant k Gorrip racrint tiashing under upper ia,yer of slhrng e PEace (- MoLv centered UPon flashing * lk inslail iag pursuant to NDS Secvon 11, 1 3 Iklk ,Avith seailng wat d.. ti ev e# i ng Foot to the Comp Mour it SeCLwr using machine Scre�r, Il k Race moduie ,15 0 iuO"AOoa " 0, .0 Na 8'b i%u poppw woo joss elpeueo-mmm aoueqdwoo HOVMl - juelsisal jSlw lies POPPOMV . aouewiaped Ul8jSAS,9Aojdw( of Buiuuiq juajino . sloalap ion poid ajeu(w;ja of 15u puaajos 13 - uotl - zmm� Jelosuelpeue:) 0 Aluejjem Indino jamod jeeupg jeeA 9Z drt4suewXjom pue slepajew uo Aluejjem jonpoid seaA 0 L , 9ouelsssaj jja4j pue6upunoA olne'eauejeadde ssa�weqs 311041see'SISOO W91SAS JeWM�W JO On�eA pappe 941 siewolsma sjaj4o IsuielsAs 6wlunmu jo sad&l atdqjnW 401 pauftep appow UORelaua IXOU 0 41' 86 P3MON ainpoW jejoS U IXON "T A " V UOWAOS (XdSSZ-d9S3) SOAmO A - 1 g (a uses ------- - --- . . .... 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Aiuoq 3 ainpopi — ------ !l %i -9 w O.ZTgt lai.niciedwaL9re �jejedoivwaON: VOO C V48 9 YVL'O f V69 9 v9t 9 (osf) Fuaj4no jmojs pok�S 0 as3 AV Az IC i A V I ATLE A6'9t ( O6B110A U O uOdO aOA juw-,)qjOO ainiejadwai VEV VOC B VI 9 1 W,0'9 V06 I wj.jvwjn 6uqei9dOwnwqdO xOwd A� cc AR V (dw A) a w6ii wiE, 7iiTiZ MN WWWON S*RSlJOPeJe43 sinjejedwal ----- ------ i ... . . ...... ........ . ... x as Z- d 9S a , dos ? -dqs 3 d9 Z-dqso le XdSSZ/OGZ/SVZ/OVZ/SCZ woo joss elpeueo-mmm aoueqdwoo HOVMl - juelsisal jSlw lies POPPOMV . aouewiaped Ul8jSAS,9Aojdw( of Buiuuiq juajino . sloalap ion poid ajeu(w;ja of 15u puaajos 13 - uotl - zmm� Jelosuelpeue:) 0 Aluejjem Indino jamod jeeupg jeeA 9Z drt4suewXjom pue slepajew uo Aluejjem jonpoid seaA 0 L , 9ouelsssaj jja4j pue6upunoA olne'eauejeadde ssa�weqs 311041see'SISOO W91SAS JeWM�W JO On�eA pappe 941 siewolsma sjaj4o IsuielsAs 6wlunmu jo sad&l atdqjnW 401 pauftep appow UORelaua IXOU 0 41' 86 P3MON ainpoW jejoS U IXON this farruiy of singie-r'o1ase slnng inverl("ts the typ)CW numbor of r oft oc War encibimg h(irnc to ' Jer Thr" rnool efficienl i, harvest for kitc size of the prcrhtrty, This inverloi ciffers u driai wiout si 3 n thai procc, tnngs wltr, utdo folwMipie Powor iuciml "rn,-'kck"ig (MPP`r This is especially useful for rooftop installations with two different orientations f=orm two sub- arrays oriented m different directions (For example: East and West) The duat input sections with lridependent MPPT enable a more opfirnal energ y harvesting condition. The hl�,tit-speed MPPT o"Ners rea- lure powe"r "'rvic'kmlq 'and zonpra've'd energy harvesilnq, The flat efficiency came ensures high efficiency at all output levels Wowing a consistent slid stable performance across the entire input vortage and OLArtut power range, The transformertess operation gives the highest efficiency of up to 97.0%. The wide input vottage range makes the inverter suitable to lcrxr power instailattons with reduced stung size. This rugged outdoor inverter has been designed to be a cornsuelery seated unit able to withstand the harshest envlronrnerrta" conditions, - Single phase and split chase output grid connection. - Wide rnpt,a range for increased stringing flexibility- - w The high speed and precise MPPT algorithm offers real firre power tracking and mproved energy harvestrng. - Outdoor NEMA 4X rated enciosure for unrestricted use under any erim-onmental conditions - Integrated DC disconnect switch in cornpllanfaf with international Standards (-S Version), Power and pi for a, better worid""ABB Addmoyi,iai hiigtdigntsi RS 485 commuri'cation intelfiace (for connection to Oplop or data stagger(, Integrated Are Fault Detection and Interruption (-A Version), AM recrimcai ciatz' and rYpe's Ty p;,' code P"i M, 3'6 "A'J"', 'Us pv` B�OUID UIS, Pv� 0 il"T 'U", , specific"a "M Nominal, output power 3000W 36001W 3300 or 380OW 4200W 3000 3300' 33ioll 3a00 4000� 4000' 3 3 00, 4200' 4200� 42 00 460C:' 4600' Maximum output power onalage W Cy W to to W w W w w w re Rated AC vocrfqe208V 240V 277V 208V 24 0V 27 IV 208V 240V � 27 7V 2088 240V 277V input side (DQ citannew 2 2 Maxim urn usable power for each channei 20DOW 30DOW 300 3000W Absolute inawnurn voltage (Vans x{ 600V Star',- up voitage o(stmt) 200V coij, 120-350Vt Full power Mont voltatte range 160-530V 120-53()V 140-5300 Operating MPPT voltage range 0,7 x Vinarl, - 5800 l>44OV) Maximum currenr (conlaw for both, IMPPI'rn 20A 32A 32A 32A parallel Maximum usable Curran', per channel 10A 1661 I aA !6A Maximum short rcurt current lirnit per 12,5A 20.OA 20 OA 20 0A channet Number of vore landing lerimmars per channel 2 pai's ArCd Iv rmnidhor Termnai Utick, preqsure darnp, AWGID-AWG4 Gnd connection type 2W 0,13r71 2W 240 013W 24'v 214' 0, 2W 2W 0134re 2W as- 21➢- 244- 183, rMi- 244- 1,83 211- 244 183- 21,3- 244. re ge range Vrnrn-Vmao� o"t Adjustabi se }take 228V 264V 304V 228V 264V 304V 228V 264V 304V 228V 264V 3044 Grid frequency 63t-12 Adfuviabie and frecivency range 57-60,5Hz 14,5 145 12�O 172 i6o 160 160 16o 20o 20o 20,0 Maximum Current A,,.,, A xxr A_,, A. A. A. A_ A,_, A A. A�, Power factor > 0,9q5 Total rarmoric d'stortion at rated power < 2% ('rid Wmi !Arminau ri IVOR Traminia block, Pressure cormp, A'AlGI&A'9' G4 earse polarity pnxection e-vortage protecl.rrn type Varroor, 2 for each channel , vortage protect oft tyfae winstor, 2 It, L, Q 'Trum, AC 0 PD Ra inq 2q 15 2V�x 25x�, _ 2eN�,, 2 . ..... . ... . L 9Y — — ,riu ----------- — m efficiency 969% 97% 97% 97% 96% Ambient av opercerng ternpeneurerange - lj'r- 10 .g t4U"r wan aeracroi spore lnu Ambient air storage tern"penpure range 40"F to �+ 176'F ( 40'C to 80'C) Relative hunnicifty 0- ! 00% RH condensing Acoustic noise emission levej < 50 did oh W m Maximum, operating attitutre without aerating 6560 ft (2000 rn" 2 A88 Solar irrewirers I Product flyer for P`o-3,1/(3,6/3.8/4.2-TL-0UTD ";lIlllI!Iry.~,'%~<'tll: 1~11l11,. . "'" ." DEPARTMt:t'1IT Of Pl.ANNIN AND DEVELOPMENT Building Permit Number: 4425 r':' . BUILDING INSPECTION D ISION. 235.2855 CITY OF WHEA RIDGE Date: 1/6/97 7500 weST 29T AVENUE vvHEA1R1DGE, 0 8,0215 1: f>roPerly OwI1er : Property Address: 3335 IN ALLS ST Contractor License No.: 17174 Company: Bell PIu bing & Heating I Phone: 233-7630 Phone: 757-5661 OWNERlCONn:v.'CTOR ~JGt:!ATURE OF UN ERSTANDlNG AND AGRE:EMENT I hereby certify ~tilll~!l\~~ ~proPosed and do not vIOlaI8 tIIlPll<:8bIeOl\:llo~o_, ru~ or coveoaols, eaeameilI$. or reslrlCliOlIS of record; that ~i;~~~~~~_'::, (OWNER)(COO'nvk:1'oA) SIGNED DATE ~v,..ue: "pem\itl=ee : Plan Review Fee : . Use Tax : Total: $411.36 $22.00 $0.00 $4.94 $26.94 t11ISP!lrmitaIlPHcetioO areaccurale, 1001 of the City of ~at RIdge or measuremetlls IhOWll, aod allegationl all condltionl printed on this lance with tile Wheat RIdge Building nces, for WOrk. utIder thIS pennft. Description: WATER HEATER B ILOlNG DEPARTMl:NT US!: ONLY SIC: Sq. Ft. : AppltlV$l : Occupancy : Walls: Roof: Stories : Residential Units: Mechanical License No : Company: Bectrical License No : Company: Expiration Date : Approval: . Expiration Date : Approval: . (1) lllIspormlt.....~~lCl:OI<l8llQowlththe (2) \\'===-.' . ~V:'::-~is _I\>tlpelloclorl=~ I. (3) H this ponnIl BXPi<IS. I ~ may be scq orIgln8! plana snd -""'" snd any SUlpen __ (I) yeIr,'''''1llIs shill bePlid f;>rl l:l No work 01 any_ 8bal11lI- lhelwHI (8) ~~-=n:U;:F~*rOt.; 01 the or~,--, Chie ling Inspector IS PERMIT VAUD ONLY VVH CALL: 2 set lorIh in ycpur IpIliic:IIIoI) and Is _Ill the isws oItho Stale of C9Ic>rado and III the Zoning or Iny___oItheCiIy. commen<>sd withlri lixty (80) dsyollom Isoue _ or (8) the building ~ is suspended or alee of ona-heH the amount normally requiled, 0I'0Ylded no ch_ _ _ or wltl be _In the or abandonment has not _ one (1) yaar. 11 changes are _ or H SUSpanaIon or abendonmant ~... _ of_causing a drainage problem. (24) hours In advance lor ail inspec:tiona and shallrecelve _ approval on in8pecIlon canl before and spaclIIcallons shall not be construed III be a PlnnIllor, nor an approval of, any _lion 01 the provI8Ion8 e or regulation. , I N SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR 33 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 Application Number: Date: Property Owner: Property Address: Contractor license No. : Company: GRA8E DEANDREA 3335 INGALLS STREET 17174 BELL PLUMBING & HEATING Phone: 233-7630 Phone: 757-5661 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: I hereby certify that the setback distances proposed by thiS perma application are accurate. and do not violate applicable ordinances. rules or regulations of the CIty of Wheat Ridge or covenants. easements or re~tprt;o"c. t;lf .~~"':~': ;t;at dll measurements shown, and allegatIons made are accurate; that. have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other apPlicabl~ for work under thIS permIt 10WNER)(CONTRACTOR) SIGNED DATE (/z/1~7.. Use Tax: 5411.36 C3d~ if 15.. Total: 2..(0 . Description: WATER HEATER REPLACEMENT W.O. #140869 BUILDING DEPARTMENT USE ONLY z:O"nll)lr~oml!'ents.; Approval : Zoning: ~l!!tf!l:"P.9~~nf.8.; Approval : PDbUCWotks Comments: -~-" .- .,.._,,-,'.'~.~-,-~ Approval : Occupancy: Walls Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No . Company: Mechanical License No : Company: Expiration Date: Approval: -...: iP"i1sBllqulre~.:' :1 Expiration Date. Approval Plans Required Expiration Date: Approval: ~ ~.~I.....",,- (1) (2) (3) This permit was issued in accordance With the proVISions set tOI":" In yopur apphcatlOn and 1$ subject 10 the laws of the State of Colorado and to the Zoning Regulatlons and Bl.IIldin~ Code of VVheat Ridge. COloradO or any other applicable ordinances of the City This permit shall eqne Jf (A) the work aulhonzed 1$ nol commenced wlthm sixty (60l days from Issue dale or (B) the building authorized is suspended or abandoned for a perl'Cd of 120 days If this permit eXpires. a new permit may De aCQUired for a fee of ene-naIf the amount normally required, pro....ided no changes have been or will be made in the original plans ana specifications and any suspenSion or abandonment has nOI exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year. full fees shall be paid for a new permll No work of any manner shall be done trlat WIll change the natural now of water cauSing a drainage probiem Contractor shall nobly the BUlldmg Inspector twenty-four (24) ho~rs In advance for atllnspectlons and shall receive written approval on inspection card before proceedimg WIth SUl:lI:eSSIVe phases of the JOb The Issuance of a perm.t or the approval of draWings and speclf.catlons shall not be construed to be a permit for. nor an approval of, any violation of the proviSions of the bUilding cooes or any other ordinance. Jaw. r"Je or regula:.:m (4) (51 (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION W.O. #140869