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3774 Union Court
From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Sewer or Water Line Repair Date: Thursday, April 7, 2022 10:31:49 AM CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Report any suspicious activities to the IT Division. PERMIT APPLICATION Sewer or Water Line Repair This application is exclusively for SEWER OR WATER LINE REPAIR -IN YARD 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. Right of Way permits must be applied for with the Public Works Department. Is this application for Yes sewer line or water line repair - in yard only? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3774 Union Court Property Owner Name Elaina Jackson Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 3038424096 elainaljackson@gmail.com filled out oavment form.odf CONTRACTOR INFORMATION Contractor Business Safe Investment Sewer & Drain Name Contractor's License 210366 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 7203644891 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Sisddenver@gmail.com Address Retype Contractor Sisddenver@gmail.com Email Address 01:K163CiIi1 ffl0N]avOLelS:/ Is this a sewer line or sewer Line water line repair? Length of repair 60 Location of repair Front Yard (backyard, frontyard, etc) Provide additional Full line replacement from the cast iron to the tap details including installation of clean - outs. Project Value (contract 2000 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 property until a permit has been issued and posted on the property. I certify that I have Yes been 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 Nathan Fairchild Pe rm it Email not displaying correctly? View it in your browser. e i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax s� INSPECTION NOTICE Inspection Type: lfllL /_ -) Job Address: 3 '/'/ c / U Permit Number: Z 0 /`/ G 2- f j No one available for inspection: Time! _ ?�"v AM/PM r Re -Inspection required: Yes,` No When corrections have been made, call for re-inspectior!; at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201702167 PERMIT NO: 201702167 ISSUED: 06/19/2017 JOB ADDRESS: 3774 Union CT EXPIRES: 06/19/2018 JOB DESCRIPTION: RESIDENTIAL REROOF ASPHALT SHINGLES - 27 SQ. *** CONTACTS *** OWNER (720)201-8315 MARTINSEN JANENE GC (866)494-2418 Joseph & Melissa Nikivocs 170122 Accoy Contracting, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES g Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** 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 k/2-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 manufacturera€l"s 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'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. PERMIT NO: JOB ADDRESS City of Wheat Ridge Residential Roofing PERMIT - 201702167 201702167 3774 Union CT JOB DESCRIPTION: RESIDENTIAL REROOF ASPHALT SHINGLES ISSUED: 06/19/2017 EXPIRES: 06/19/2018 - 27 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 owner of the property ,and am aurorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that-1=gym le alley uthorized to include all entities named within this document as parties to the work to be performed and that all wo to be pgs fined is disclosed in this document and/or its' accompanying approved plans and specifications. .� 17 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 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial 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 of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinane-eregu t�io of this jurisdiction. Approval of work is subject to field inspection. F 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. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Monday, June 12, 2017 9:49 AM 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 (4 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 contractor's license or insurance has expired, and you may update those kk-)' l%0l2Z 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 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 3774 Union Court Wheat Ridge CO 80033 Janene Martinsen (720) 201-8315 Field not completed. Yes CONTRACTOR INFORMATION Contractor Name Accoy Contracting, Inc Contractor's License 813772 Number (for the City of Wheat Ridge) Contractor Phone (866) 494-2418 Number Contractor Email Address info@accoyinc.com (permit pick-up instructions will be sent to this email) Retype Contractor Email info@accoyinc.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Asphalt Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 27 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 27 SQ roofing material for this project 2 Provide additional detail Re -roof house and attached garage with a 5/12 pitch. Install ice here on the description of & water shield and required roofing felt. Install asphalt shingles work. (Is this for a house per code and manufactures specifications. or garage? What is the roof pitch? Etc) Project Value (contract 10,000 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 Joseph Nikovics Email not displaying correctly? View it in your browser. 3 685 CITADEL DRIVE EAST, SUITE 255 COLORADO SPRINGS, CO 80909 PHONE: (866) 494-2418 FAX: (719) 375-8493 WWW.ACCOYINC.COM PREFERRED (ONTRACTOR SUBJECT TO AGREEMENT THIS AGREEMENT IS SUBJECT TO INSURANCE COMPANY APPROVAL OF PAYMENT Customer,Ta AU 2 r Au �` P , , o P/✓\ Home ph # Address Y 7 Y, Un i d, 6 7 Work # City/State/Zip bkf.) . 66 tn,7 J ? Cell # 7PQ - c26 / - 7/5— E -Mail Damage seen during property inspection: Roof _Gutters _Siding Windows _Wraps _F STORM DATE: A�1/ CONTRACT AMOUNT:_ Source A/C Other �GG (Plus Insurance THIS PROPERTY WAS INSPECTED BY AND AGREEMENT PECT ULLY SUBMITTED BY ACCOY CONTRACTI C. RSP SENTATIVE: Sign: Date: TERMS: This agreement does not obligate homeowner or Accoy Contracting Inc. unless homeowner's insurance company approves repairs. By signing this agreement, the homeowner authorizes Accoy Contracting Inc. to pursue all repairs at a price agreeable to the insurance company and to Accoy Contracting Inc. at NO COST TO THE HOMEOWNER EXCEPT FOR THE INSURANCE DEDUCTABLE: The final price agreed on between the insurance company and Accoy Contracting Inc. shall become the final contract price and Accoy Contracting Inc will perform all repairs for the FULL SCOPE OF INSURANCE PROCEEDS. Payments can be Any person or company *tApw.,.,:y u -- your property if that person or company is not paid for the contributions. Under iaw, you nava L11V ..y...... pay persons who supplied labor or materials for this improvement directly and deduct this amount from our contract price, or withhold the amounts due from us until 120 days after completion of the improvement unless we give you lien waiver signed by persons who supplied any labor or material for the improvement and who gave you timely notice. I HAVE BEEN NOTIFIED THAT I MAY CANCEL- THIS AGREEMENT AT ANY TIME WITHIN 72 HOURS OF SIGING THIS AGREEMENT OR AFTER YOU HAVE BEEN NOTIFIED THAT YOUR INSURANCE COMPANY HAS DENIED YOUR -CLAIM TO PAY FOR GOODS AND SERVICES TO BE PROVIDED UNDER THIS CONTRACT. ACCEPTED BY OWNER / BUYER X ACCEPTED BY OWNER / BUYER X DATE 5 /-?1/� DATE / INSURANCE CO. 1 CLAIM NO. INSURANCE CO NO. i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: rn / D Job Address: 3 2241 V k i U+'> C T Permit Number: 2 01 `7 CG 2 / (,,-7 011p AA400LAO (A ❑ No one available for inspection: Time l 0, vU q/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- 61. -ell -7 Inspector: 6AP 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: M_rtj Job Address: 3 % �./ U IV- C C— Permit Number: ZGO O Z / G `/ ❑ 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: Inspector: DO NOT REMOVE THIS NOTICE 4 CITY OF 11 Inspection Building Division # * Inspectio 0 2855 • l 237-89 Fax CITY OF WHEAT RIDGE B Id sr on D 'O U' ' g n ' _ 'V 5n * 9 30 3) 5 P! tion 11)7e 0 55 off 0 _a o r (3 ( 3) 2M - 2 e ! n (3 3 37 92 9 Fax 0 No one available for inspection: Time AM/PM I HIM 473n fna to. Date: - 7 - 2 - zq Inspector: Sm #46,I 5 4 6 PITCH: 16 ARRAY PITCH: 1 MIP1 AZIMUT :180 ARRAY AZIMUTH: 180 Sm #46,I PITCH: 16 ARRAY PITCH: 1 MIP1 AZIMUT :180 ARRAY AZIMUTH: 180 MATERIAL: Comp Shingle STORY: 1 Story PITCH: 16 ARRAY PITCH: 1 MIP2 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: Corn Shin I STORY: St LEGEND {E} UTILITY METER & WARNING LABEL INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS y �.� yp ' AC DISCONNECT & WARNING LABELS STAGGERED I E # ROOF t RAFTER 2x6 PUCH AR .0 PITCH 16 STORIES: I CJ. 2X4 r C o rno Shi PV MODULE FENDER WASHERS ZEP LEVELING FOOT s. ARRA SKI ZEP • MOUNT ZEP FLASHING (E) COMP. SHINGI Dim E , asrw ewa :sxe :. wa AWw j B IDE (A)�S ORDE INSTALLATION RA FTER, LOCATE H L OCATION , AND D RILL # # fk i # "rte* 1 M R ESIDENCE )#Ue Bar DUI # # ► Comp Mount T)pe C I NSER T FL AS H I N G , 4 845 KW PV ARRAY PLACE MOUNT. INSTALL LAG BOLT WTH WHEAT RIDGE, CO 80033 B IDE (A)�S • N # # fk i # "rte* 1 M R ESIDENCE )#Ue Bar DUI # # ► Comp Mount T)pe C 3774 UNION CT 4 845 KW PV ARRAY WHEAT RIDGE, CO 80033 y (1 9 ) CANADI)ldii f ► FACE Nw- # , . # R # • 315 STRUCTURAL VIEWS y P B IDE (A)�S UPLIFT CALCULATIONS +.,� ,.., �I' M a r k Barton IIIIII'II�IIYI . 41845 KW PV ARRAY ,. . 8 0 0 33 SOLAR CS6P-255PX IZZ �! IMP, TIF-2 UK J�OWEk 70�NE AURORA PM-3.6—OUTD—S—US—Z—A 7202018315 PAM NW- UPLIFT CALCULATIONS SWT. RM, DATE PV 4 a 7/3/2014 SO" yom tIVN t 1 #6 ULU IV t 1 W WNU KW t NUMUer: Inv t. m vngrounoea " � " = __ 2 _6 _6_ ' . ' 3 " 6 " va s Vmp =181.7 VDC Imp-&43 16 V 1 — I POWER -ONE AURORA PVI- 3.6- OUTO- S- US-Z -A � ) FCI -- � 1 )CANADIAN - X AT PANEL. WITH IRREVERSIBLE CRIMP Meter Number. 58890198 iii -lrt; Supply �d Connection ADC ADC } In ter; ee 36 {}f) 24OV, 91� PG i�c�t+�C ; > 234.3 YV PTC, Blank Fret a, �#C4, 2 �' Enabled Underground Service Entrance INV 2 Vac: 37,4 V ax: 30.2 1NV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E E 1O0A MAIN SERVICE PANEL 10OA /2P MAIN CIRCUIT BREAKER AD IN A ATIU VOLTAGE SolorClty (E Y R w ^M r -^ .. CUTLER - HAMMER ,��. Disconnect d AIILBANK Meter Becket CUTLER-HAMMER Disconnect Inverter 1 I 5 POWER -LIE 4 /� I TAGE DC+ 00 Nor AD)UST Mtn. ACMATI011 v 2OA AURORA PVI 3.6_OUTD-- US - -A ' (S) Of 13 MP 2 xaav rc M At IRS GEC i {S) Of6onMPi = w4EGCO a ^ w (1)Coadult K1#; 314" EMT Q IN t E TO 120/240V E PHA UTILITY SERNICE APPROVED F Ins eat Ridge Bui e 17 3 { Hp 22 (1 )dt CT1 remit; 2 ac, F� a, EMA 3R S C (1 t1 i 1sT t eL 2t tA, >� RI,' 43) i' � etor; 100A. #12 - 1/0 AWG _ a .,. Ti 4 ,. .. - IA4i VAr T , , .,....., 1)AWG #10, THWN -2; Rai [ }) w 1...� a T}1WN =- ........... (1 ) AWG #10, 7110 -2, Red " � " = __ 2 _6 _6_ ' . ' 3 " 6 " va s Vmp =181.7 VDC Imp-&43 4 , ........ A1� ADC ? ..,.... 2 Atilt ( #10, Said 8m Coptw EEC $.. ' �1t asp At�c Vmp 3916 VDC Imp = 8.43 ACS 1 ) AWG $10 _2, White NEUTRAL Vtnp = 240 VAC imp =18 AAC 1 ) AW 1HWN - Gr . , GCJt C - (1 Conduit, K,# /4" EMT ° ' IT A #10, 74N -2. GC (1 AWi #10, THWN 2, (1) AWG #10, 7HWN -2, Red Vae- = 577.1 Isc .9 Vmp = 3916 VDC Imp 8.43 ADC ADC } (2 Q, P4 WK, Stock (1)AWG ;10, Sid fte Copper EGG V r * 266,36VD Isc 9 A Vmp -181.2 VOC Imp ADC vi� * - i 3 � � �tAs4�' S tl 1 ti tti�ttt t tt t ltt lt�~.i�tit�. Cxt �i M Ott 1 t (AC): AC Disconnect ��. (C): Conduit NEC ( ( B): Comb Box ( D): Distribution Panel (DC): DC Disconnect tt. �, t ltti t � 1 lef S'�fli�t 3t �t� i,it.�+� l u 1 � y�t� r i *' • � 4 t lit{ ��t4Ytt et � (IC): Interior Run Conduit i 1 Ei��: t tt itt2 t ,J tyi�111 � `t�~•��`i 1 �t ti \�t , t t 1tt t,,, t t� t 1 ��t k F tt S: l a t t 1 '3, tl'tu1 tl ttvt tt(gt t t'4tk m i 1 1 lei ilt t 1 1 t 11 ttle�ttt tltri El `t1 tt tt ttl P t n . !' • •: t�`i,i s ltilit t i1tY ` t t l t it" li l t � r 1 t en � 1 4it W d i i O iU u 1 t 1 � $ �� n�it i t It t .t �t� �aid�ttl t ni ti (LC): Load Center �.t 1��4� t 1 +, t '�itt:1C1 1 t t t� t 1} itlt It L.1 Ott 11 , 'tttiti�tlt1, t i .t t,^..+ i III I ``�'t���tt����1t711trtitati 1 it ll�it t tttt I 1t� it qt l tt t l!. � F M i t 121 lt< 4� �. t 1 4t tit t It K it t ♦ ■ CONRO ENIIAL — THE WOR , CON TAINED 5H NOT FOR BENEFI CAF A E EXCEPT CITY 9i IT ��li t tl t ll 1 txt �ti� t tt r rer da m + +r�� � t��it"�1�, 11�t.t a,nt.tit ,.,.., ,?`ivta£1 xtt41 t 1nt ,�t °lt .ta xnitl, � Label Location: (AC) (POI) (AC): AC Disconnect Per Code- (C): Conduit NEC ( ( B): Comb Box ( D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (IN V): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (P01): Point of Interconnection CONRO ENIIAL — THE WOR , CON TAINED 5H NOT FOR BENEFI CAF A E EXCEPT CITY 9i IT da m + +r�� 5055 Way IN MW OR ICI C I ,K C CO XCEL cabal Sept � �. t+ , CA z T.(650) 63 F:t } i{!25 EXCEPT IN SM'IE USE CIE' C SOLARCI E r. va t !; ovr INC. �,, O il (8 )- -C (76s-M9) The ral r ity SleekMount hardware solution # Ut l; _s Zep S Oar ta.;ard nra and tit_ 1703; sted is optimized to achieve up ri r strength and e aesthetics fail m inimizing ro d $�C3 d"kd labor. The elimination of visible rail Brads and * lydt4:r or k aY3d s,, o dnaYgi Gala' ( t ::eystRia Ul. !rated to U L 2703 mounting cla p F combined with the addition of array tries and a lower proffle all contribute * interlock and Ground Zeta . -ti,.. Isted to UL 703 to a more visually app ealing system, SieekMount as "Grounding and Bon6ng Systern" utHizes Zap C ompatibleT 14 modules with * Ground Zep UL and ETL l =stab to UL 467 as strengthened frames that attach directly to g rounding devic Zee Solar standoffs, effectively eftinating the raced for rah and reducing the number of * P ainted galvanaedvvaterproof flash4''Y standoffs required. In addition, composition a Anot1ze d components For corrosion resistance shingles are not required to be cut for thi system, allowing for minimal roof disturbance, * Appi for vent spanning function Componen 5/16 ach'r' e Screw t far et flag Fool, Lag Scre c omp Mount y , 1 l b R Y t Instal solarCity Jasivary2013 f ,- S . tark9E 9r�a �-�� �,� c� ,�rrar l"a anntr for Fastener &ze Per NDS SecVon 1.1. ,2 Se a' piiot taro e with ro-o rats s !ant °ayer'of shingle "acre Cornis Mount centered ins tail otg pursuant to NOS Sect can t I .I - a wth sexing washer. SerrUre L veiing loot to the Gornp Mount using raa,:stvne Screw °ace €rrod al@ am t ty pes of ountin a offers customers added value of minimal System costs, aesthetic seamless a ppearance , auto groundingand theft resistance, I Electrical Data lac C6 P235 Pt a 2t t 6 Temperature Characteristi Nominal Maximum Power {Pmax) 235w 2d6w 1 245w i 25QAt � 65kV „%. .. ,..,....w 1 C3pdz z u r €3peratrn Val #s a b tr 29 8V 29 9VQ OV t' 8G 1Y ( 30,2v Pmax 0 136 G t7pRrrnurn Clpasrating Curren# (Imp $ ... „7 oltA 8,03A 1TA t .. 8,30A 8,43A * Tempera #urn Coa4facrent Voa d , q. 34 t°C L t f?pan Ctrcurt Voltage yVoc ?„ . 36 2V 37 OV i 37 #V p,., 37 2V 97 41r r lac # Q 066 ,41` . ShortCtrctrrlCerrerrt {tec} F 4bA 359A 74A 87A 960A Normal0peratingCellTemperatursj 4520 �I t�fodGala 2I% 15,54% .,. 15,85% .,..,;,. CpereiingT'e psralure .. HOC +ggC „ .. e . Pe rformance a t Low I rradlan ce Ms.,-umSyateenVoltags 1000tfjI�C�J60,Q1!{UL� � �; industry reading performance at law irradiation kAaxeatxu+r7 environment, + 95.6% n1C3dtCi efficiency from an ? Appllc 3fron Cieastfrcatror Claaa A irr mence of I000wtm' to 200w'm' PowarToleraraccs +5w (AM t. , 25 T) Under "Enndard 7*0 Cond§tann {STC) of Wonfieftee of 100inerim', apecta MAM 1 5 end 004 #amOnratestn isl2 "4' � �rt�ttr r�ra Nominal iaxrmu Pcwar Pmpx 970w 174w , #i6w 191w 95Sw c�ptrr lum Cperating Vol #age tv pk ar 2v 27, t 27. 27 sv 273v I t7p #tmum C3perat +rtCurrarat rlmp 8 27A 6 36A 6 49R � 60A I � ?1A � i� � � r (� t G7pen Circuit Vol #age (VOC} µ 33 4V , 34 fiV 34 t V 34,2V 34 4V Z � Sfiort Glrcut# G¢ar�rrl (lac � doA � 6 96A � 7 09A 1 9gA i 2 9A ii € � I t 1 t Mechanical Data Under Neal OpaarAdA C04 TOa»pntnlarn. Ittodki ft of $00 wim , 60#14ruM AM 9,5, amrlem tompartiono 20r, 50 � Mud spend I MIS I i % . d 3 Cell r e Poly crystal rte j$$ x t 56mm 2 or 3 Bustsars CatrArrangemera 60 (fix 10} 1635 x gat x mart (64,5 x 38.7 x 1.57m) walgt # 20 &kg Afi 1bs} _ g Front Cnvnr 3 mm Tampered glass ! fro r e at at Ano i6zed a6umlralum al9oy J Dox $ I IP66 3 diodes L Labia 4mm (IEC}t92A4Y {tiL? t000nsm L _�” W_» .3 . i onnectora &VtC4 r r IdC4 Comparable Standard Packaging (Modules per pallet) 24pca - ti; ulePSncespnrconta9ner ( dOft Contairarp 572pcet40 1 ,1 « - ��� •, t � �} IN Carves .2 ._ a14 Sec #4arr A•A E s € 1 ! {( d ' ,. 71- 7, 4 f It *Sperlitrxntia,tta i'riduded in dhia xtatioest are auinott to change without priornolien, About Canadian Solar 10 year product warranty on materials and workmanship 25 year linear power output warranty .... :.. . , .• n. , ,..,:., :...: r :i iS v • .:u y " i k r Y ¢ x p ` t ' ... �i ���1 rt�`,4 � .fi+"C+;:tt'`#�e ,d4Y n"4'�t`�@�` ��i � '. .: # y t o # on W "X15'@04f 10 year product warranty on materials and workmanship 25 year linear power output warranty Nom .. put W 3000 ... 3300' M00 3366 3800 4200 Ata n"m output Power W : 1000 3300' 3606 ' 4008' 3360 3800 4201'' 3900- q. 46W N Ikdd ACV V 208 ... 240 377 2105 249 277 208 244 277 208 240 277 1004 Wo 00 AN ...., -, Number ofindepondent MWtCh 2 2 2 2 €v imi ttaa #or Cham od W 2991 3 3 3900 Absolute Wetmore Volta" nurrax) _... u start -UpVo. e , V 200 ?403.320.3591 FA Powe V Range V W0 429.536 140. 530 149.530 sting ,. ge lt V 0,70'start r00 d>. 96V} Maxim c at( AX for both MP3'T In Par A 20 32 32 tmnm C tperc i_ A tb 16 16 16 Maximum Shoo Circu (wrevet LimitperCb A 825 20,0 20.0 NutewonmVe mrgT na3s Per channai . .. 2pars Array T ation , Termirta# k Pressure Cramp, AW GI0-A op ". GrWCmu*c0mrType 1012W 5 p pt ' Ckr3w 1012W 10,12W 10 SgA3t OP3W 10 W 1D;2W Sp#t t0QW 0/3W 1012W Spi {t 1012W 013W e Each inverter is set can specific grid codes which can be selected in the field a Sande phase output uxa IF d t7 U? C 76 W Rt3 3a ai db(Al C _ Inattmma{Ctrna Oho HxWx(N in Smm} 33,8 IZAv .7(659x .x473 Weism kt$kgP ( (2E3) g ht Br {3 3p p) Yin Sys LsCS dsp#a24m{AR[F actor FAA- 3.0- 0UTD- ri -US- bracket arMi iota ar Trade size KOs, (tea x C uftcom"Ifona' IYOwn N. W wrth,,Vkro 4 DC cMich and t4€r:'rq W,. Reax d -17 S+de1,M 99ed3t4 . $40 {4ELoncentruB 0CSwitthRatimelParCom"O AN ...., -, Transta?m2 kpd U0741, CSA- 022.2 N.197.14 APPROVED a .� I - III F3 e�tti p��l� Gllll�a�llllQ I A 16998, FCC Fart 15 Class B S : Warranty yAsars 16 _... . Warranty years FS 15 29 A OC Swtkh MW Whing Box £%40.OUT{}US PVI- 3,6- 4UTD -US PWIS- OUTD -US FVM2- OUTD -US Ste •WithOCSwitch andMiurgOot PWIGdOUTD -US PW16•t7UTD4 -US t - 3.8.OUTD -S -US ,1.0UTD -5.135 LsCS dsp#a24m{AR[F actor FAA- 3.0- 0UTD- ri -US- P43.6- OUTD- 5 -US-A PA-18- OUTD- S^US -A PIA- 41- t1tFMS °US ^A arMi iota ar A *ab4e'tmkYl'Wat�ttWfM1OW A4' "race raW mth iY DC Fv�WWw+A'.AsMs' ,n. 5n ITSI�wPY� ���i.O IYOwn N. W wrth,,Vkro 4 DC cMich and t4€r:'rq W,. CITY OF Nr Inspection ullding Division ! * Inspectio M' 237-89 Fax INSPECTION NOTICE inspection Type: L62 ♦ s w 4 4 1 CITY OF 1IM No one ♦ r inspection: Time AM/PM Re-inspection required: Yes No Date:, Building Permit Application property address) . above City, State, Zip: Complete all information are BOTH sides of this for � Al Installation of -a grid- Pv s ystem, flush mounted to roof. ` 4„845 TAW q. FULF S °s Gallons Amps S quam r IN . : Brad Taylor »t«?» I nc . 306 »e» <» Way ALlUt t2»2t £+ 4 R PER M YRwz B • m »t »w • Applicab Code • Ground Snow Loa • !of Snow Load • Basic Wind Sp • So Modu ECtiPSE \ /N/ E R N G , C 0 Wheat R C o l o ra do 266 In i6td Code£ « © <w <, ps 4 p©pe build dep 100 mt.Ea,«\< y . 9 2 d E ; .. �� « m<«`* / 2 M 0«? EM «< »\ S* *km, M 2 y «9 «} } # « 4w mk ©.... »2 % < : *& \\ ft* . ECLI PS E EC L�PSE- ENGINE ER�NG,COM NGIN E E R I Eclipse Engineering, Inc. has •oi only the adequacy of panel attachment and roof framing a the solar panels to support the vertical and lateral loads of the above noted project. We �heithertake res ponsibility for other e l e ment no t contained within this pack* nor th integ wh Pr epared e S Inc. 3 Clearview Way San Mateo, California s • 721 QF J4%) 721-00 (4%) 35• Fv, M8 Mvw, ( ) VI-MI - far, 3 MON { k) •Fwx 5 42)6 Date: 6/912014 Roof Angle: 16 deg Wind . 1.21 Wind Exposure: Building Dept.: Wheat Ridge Ground Snow. 30 psf Wind Speed. 166 mph - 3 sec gust O DI .G. T DL Root - D is Comp. Shingles 2.5' Roof Framing 1,7 56" Plywood Shtg 1.6 tic 1.5 Total: 7.5 psf Use: 8 psf DL Solar Panel Panel Length 65.0 in Panel Width 39.0 in Hardware Weight 6.666 lbs Panel Weight 45.2 lbs Panel DL 2.05 psf "dotal: 2.9 psf Ilse: 2.9 psf C�,�), *'*0 EC U PS E E N G I N E E R I N G ROOF SNOW LOAD - AAIUA� Roof Design Criteria Roof Pitch Ground Snow Load - Existing Roof Snow Load - Per ASCE 7, Section Exposure Factor - C = Per ASCE Table 7-2 Thermal Factor - Ca = Per ASCE Table 7-3 Importance Factor - I = Per ASCE Table 7-4 CAT 11 Slope Factor - C = Per ASCE Figure 7-2 Non-Slippery Flat Roof Snow Load - Pt, = 23.1 psf Pf, = 0.7 * C C * I * P Minimum Flat Roof Load - Pwi,, = 30 Psi Per Bldg Dept P = 30psf I Flat Roof Design Snow Load - Pf = 30 psf Sloped Roof Design Snow Load - P = 30.0 Psi PSI = C�sl Pf New Roof Snow Load - Per ASCE 7, Section 7 New Thermal Factor - Ct2 = W1 Per ASCE Table 7-3 New Slope Factor - C,2 = 1.00 Per Bldg Dept Flat Roof Snow Load - Pft2 = 25.2 psf ffr2 = 0,7 * C, Ct2 I fg Minimum Flat Roof Load - Pfrmin = 30 psf Per Bldg Dept Pf'rinin = 30psf I Flat Roof Design Snow Load - Pf = 30 psf Sloped Roof Design Snow Load - P,2 = 30.0 psf Piz = Cs2 * Pf Estimated weight of Solar Panels W = 2.9 psf Net Increase in Load on Roof W = 32.9 psf Wt = P, 2 + W, % Increase in Load on Roof n PS, * 100 Psi W17 r4upwMa"ll; =.. M11- reference the attached roof structure capacity calculation. •riw r In accordance », ,. as method Unfadared Loads Applied loading Beare loads Dead full UDL 16lbitf Snow full UDL 60 lblft PANELS Dead partial UDL 6 lbPlt from 72.00 in to 180.00 in Arl results Design moment = 824A lb Design shear P = 494.3 lb 'Dotal load on member t, = 123k2 lb Reaction at support A R,_„, = 0 lb R km n = 0 lb Unfactoted dead load reaction at support A R kDd = 0 lb Unfactored snow load reaction at support A RA-S„ = 0 lb Reaction at support B Rrl ,,. = 453 to R l : 463 lb Unfactored dead load reaction at support B Re_D d =100lb Unfactored snow load reaction at support B R snow = 353 lb T Reaction at support D R = 873 lb R = $3 to Unfactored dead load reaction at support D Rcmww = 224 to Unfactored snow load reaction at support D Rip _s = 60 lb Reaction at support D Ro Max = a85 lb R m ,„ TM -08 lb Unfactored dead load remotion at support D Rm_ra = -24 lb Unfactored snow load reaction at support D Roy s = -72 lb Sawn lumber section details Nominal breadth b m ,, = 2 in Dressed breadth b =1.S in Nominal depth d O , = 6 in Dressed depth d = 5.6 in Number of Sections N =1 Breadth of member bb =1.S in Lumber grading No.2 Douglas Fir -Larch Member details Service condition Dry Length of bearing LLi = 2 in E N G 2 N E E R t N Eclipse Engineering 421 W, Mverside Ave.. STE 421 Spokane, WA 99291 FM ca by Job Ref, 14-06-102 Shaw Wrev, Date 1 APWd by 1 gate Load duration Two months The beam is one of three or more repetitive members Bearing perpendicular to grain - cl.310.2 Adjusted compression F 742 Ib n' Applied compression f _p = 291 Win' PASS - Design compressive stress exceeds applied compressive stress at be eng Strength in bending - cl.3.3.1 Design bending stress F� = 1547 lblin' Actual bending stress to = 1309 lbliin' PASS - Des bending stress exceeds actual bending stress Strength in shear parallel to g - td.3.4.1 Design shear stress F,'= 297 Win' Actual shear stress f, = 90 Win' PASS - D sheor stress exceeds actual shear stress Deflection - cL3.5.1 Allowable de0ectlon a = 0.199 in Total deflection a = 0.169 in PASS - !~resign de on is less than total deflection E XISTING 2X6 RAFTERS SPACE 24" O.C. ARE ADEQUATE TO SUPPORT THE A DDITIONAL PANEL LOA ffi am • A * I M Increase in Shear Due to Scalar - Inc := 1 1L ve 100= % �, Increase in Axial Die to Solar - Inc := �A 100 ,= 3.5 % An sf(In 5.0, "Axial OK", "NO") "Axial OW' Increase on Moment e to Solar - } Inc : = �` -100 = 5 % M n S( [„ g SIMPLE SPAN BEAM DESIGN - W Collar Ties (E) & (N) Axial - P,:= 2 3•lb P,,:= 23414b (From RISA Increase in Shear Due to Solar - Inc := " � �� ` 100 = 3.3 % P i (I.nc TT — 5 7 0 7 77 — e 7 erasion O 7 - <N - - )77" I'cnsian C)I-"' (E) 2x6 rafters and collar ties are adequate to support the additional load from the solar panels - Increased shear, axial, and moment is less than the 5% allowable increase in load. ` a\ i . � , z.T \ i3,°, .f:@ »w «���G .,. � « °/: ƒ/ w « i :\ .\ J °i . om� \«(J a ± co m I cg 44 j-t 4, 44 $ eCI El 'k i 3 mow. gg p �Y US i � yy a ' d L 4 LU I j l � t r 3 � 4 a ?. ? i. \ C 1 ua V14 a z E + 0 �.O N 441 t t i t CL w CF) LO 00 N 1 4�� 1 V14 a z E + 0 �.O N � 1 E(7 Ll PS E Calculations S O L A R ARR C ONNECTIO N Wind Zone I Wind o.dµD 3 Second Wind Gust V = 100 mph Importance Factor I Net Design Wind Pressure - Figure 6 - 3 pn,t3o = 16,5 psf 10 SQ FT Velocity Pressure Exp. Coefficient x Figure 6 - 3 X = 1.21 U p to 158 above grade Topographic Factor 6.5.7.2 D Figure 6 -4 ,iaa xiUan ; Kzt= „1,1$t,' 14 * tc) K =9,K 9,K =Q Velocity Pressure - 6.5.16 p = 26.6 psf A * K * I * Pnet it Length of Solar Panel L = a in Spacing of Base Supports S = in Height of Solar Rack H - i Worst case Area of Solar Panel @ support A = 16.5 L * 5 Worst Case for Offset Panel Uplift per Bracket .. Tt = 386 lbs� Pajet * A Shear Force per Bracket Vb = 46 lbs Pnec * h * i , Number of Screws per Bracket N, = Tension per Screw T, = 388 lbs T Shear per Screw V, = 40 lbs Angle of Component Loading Component Load on Screw = 84.1 de s _, 7 " = 381 lbs 7�� 2 Duration Factor C + Shear S Withdrawl - 5116" Lag 208 lbs 13€1 * d Withdrawl Capacity per Inch W = lb fin Depth of Screw p = in Withdrawl Capacity T a 738 lbs C j * P* W Capacity of (1) Lag Screw T * ,, = 718.9 lbs Capacity of SolarCity Base - ZEP Steekmount Z = < lbs 77 COS 2 + Z * sire 0 Ch t , >T 2,> OKI OKI USE.: 5116" DIAMETER LAG SCREWS spaced a maximum 72" on center perpendicular to the slope EC Ll PS E 0 6!912014 4 Y4, Calculations SMiR F N G I N F F P 13 7 Withdrawl Capacity per Inch SOLA ARRAY CONNECTION TO EXISTING ROOF Wi nd Zo Wi nd Loading - ASCE S TANDARD - ASCE Section 6.4.2.2 - Wind Dads on Components and Cladding - Simplified Method. Second Wind gust V = 100 mph Importance Factor l - 1 Net Design Wind Pressure - Figure 6 - 3 p,,io - 283 pf 10 S€ FT Velocity Pressure Exp. Coefficient « Figure 6 - 3 X - 1,21 Up to 1ft above grade Topographic Factor 6.5.7,2 S Figure 6 - 4 K zi (1 + K *) x= 6,K2 =0, K =0 Velocity Pressure - 6.5,10 p, — 34.7 psf A * K * 1 * p11et30 Length of Solar Panel L, =M in in Max load is half of one panel Spacing of Base Supports S = yin Height of Solar Back H = � 1�� "i Worst Case Area of Solar Panel @ support A = 10 11 L * S Worst Case for Offset Panel Uplift per Bracket T = 347 lbs p„ * A Shear Force per Bracket V 69 lbs p„ * h * i , Number of Screws per Bracket N = y Tension per Screw T, = 347 lbs b Ns !Lb Shear per Screw V, = 69 lbs s Angle of Component Loading 0 Component Load on Screw 4 (duration Factor C Shear & Withdrawl - 5116* Lag 7 Withdrawl Capacity per Inch W Depth of Screw ,„ E M tan` I V S 7, + r2 lbs 130 * C lbslin in USE: 5116 DIAMETER LAG SCREWS spaced a maximum 72" on center perpendicular to the slope too*- EC Ll PS E 61612014 Calculations S1R F N G I N E E R i N G SOLAR ARRAY CONNECTION TO EXISTING ROOF Wind Zone Second Wind Gust V = 100 mph Importance Factor 1- 1 Net Design Wind Pressure - Figure 6 - 3 p,,t,10 42.4 psf 10 SQ FT Velocity Pressure Exp. Coefficient - Figure 6 . 3 X = 1,21 Up to 1 ft above grade Topographic Factor 6.5.7.2 Fr Figure 6 - 4 Uzi t + K * K� , `3)2 K =6,K K =0 Velocity Pressure - 6,510 p, - 51.3 psf 1 * K * 1 * , 141s , Length of Solar Panel L. = � �� .' in Max load is half of one panel Sp acing of Base Supports S ° v in Max trio hall at corner zone Height of Solar Rack i� H = �� u in Worst case Area of Solar Panel ( support A = 5 ft L * Sb Worst Case for Offset Panel Uplift per Bracket T ... 257 lbs Peet * A Shear Force per Bracket V = 51 lbs p.,.t * hp Sp Dumber of Screws per Bracket N, = �� N Lb Tension per Screw T, = 257 lbs N s tab Shear per Screwy V, = 61 lbs N s -' s Angle of Component Loading 0 = 76.7 deg tan V S Component load on Screw Z = 262 lbs + V � Duration Factor C Shear Is Withdrawl - 5116" Lag Z = 206 lbs 130 * C Withdrawl Capacity per Inch W = lbslrn Depth of Screw p m in Withdrawl Capacity T = 736 lbs C * p * 7 Capacity of (1) Lag Screw Z = 672,1: lbs T * COS B + Z *sin, 0 Capacity of SolarCity Base - Z P Sleekmount Z - lbs Z > T Z > 4 CKI OK! USE: 5/16 DIAMETER LAG * #. perpendicular + #. 2x4 SIDE VIEW OF MP2 N' � #_5TA INSTALLATI ORD ER 71 LOCATE RA FTE R , • LOCATION, AND DRILL PILOT B arton ORR x •. i.' w `� :a F R A } 9 �• � y SEAL P ILOT 1 • • ETHANE SEALAN w A RRA Y INSERT FLASHING. PL }} Ma- ■ �!� I ffII ull ••I I uM I��U U� SIDE VIEW OF MP2 N' � #_5TA JB-8004688 00 71 B arton ORR x •. i.' w `� :a F R A } 9 �• MOMW SYSTM M #. 1 4 w A RRA Y - ------ }} Ma- WH AT R Sat RM DATE PAGE NW- 6 2 2014 11 SIDE VIEW OF MP2 N' � #_5TA tIJZ,� /9 d t _ l i t� v- - SfI- S--{3ino- `� -UAd Vd dt)v 3N -°d3 4Ud szoa— ( s) *J ozo1 s (oss). 3 V+ S ,o AVG A38 :1 057 3 d U mm N3tt N1 liK)4tt l 3 Aik k 33 38 3q X dSSZ-d9SO # 8VIOS Nb IGVNVO (0 � E t� 2 } { . !�s� 66eT} R : N Id MX3 e& RIO PA O 01 IWd Ali ,[_7 1 #, { s{ ; �}_� p (� y p /h y - y }({� t(� V P d ..p 6 tJ ppe� „ Y x gg� � Y iB' ♦ �/ j �g7 j } p ( { � y( iC4c3 t? 3 MIA S i1 m N # N3 N yliK�S ..)jelu \'# .,.,,.,mmm,,, U0}3D � +��tt pp�� �p�^^� gg 7 J�v iJ c Y J LG7 F1 .6. L✓ Y i... Gv G. p[ `�73{(' ' +[ [gy�yq Yf #YBi 3@SAS 314 J (13Sn O 1N0 �{yj {� j ( /( {� ��jp( ( j� MRAMM um Mudd N 6✓VV4&� N MAIN PANEL PECK GENERAL N TE a rN ERTER SPECS M0D_U SPECS LICENSE BOND (N ) ; GEC TO (N) GROUND ROD Panel Number: Inv 1: DC Ungrounded TNV 1 — 1 POWER -ONE AURORA PM- 3,6- OUTD- S-- US -Z -A LABEL: A �FCI (19) CANADIAN SOLAR CS6P -255PX Enabled TYPE EC 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 58890198 Inverter; igbee 360OW, 240V, 96 PV Module; 255 34.3W PTC, Black Frame, MU4„ 2EP Over head Service Entrance Illy 2 Vac: 37.4 Vp ox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 100A MAIN SERVICE PANEL E 10OA /2P MAIN CIRCUIT BREAKER ADJUST MIN ACTIVATIt N VOLTAGES! SolarCity (E) WRING MILBANK CUTLER - HAMMER Inverter I INS 100A/ P Meter Socket Disconnect 5 POWER -ONE ADJUST MIN. Ac nvATS0" V TALE AURORA PM- 3.8 OUTD S US -c -A W I Std*s) ($ r3 cm N (E ) LOADS C __w___ _- EGc _..____- __- _-:: -I r Lt 7 "( X � 20A /2P ` 2 SET N. ACTIVATION VOLTAGE TO 178 V A Gt3G — —. — — _..�- _ — — — _. — ..,...— �......— — — .....,..— ,, — — .,. � ,..... _ 'F ,. I String(s) 01 S on MF t GEGG - -- — — __ - -- .a __ —_.. --- _,...„..,.... —__ I # # & I )Conduit Kit, 31e EMT N # EGG GE,G I TO 120/240V ' SINGLE PHASE UTILITY SERVICE i # # Voc* = MAX VOC AT MIN TEMP _� ITiT .: r « MOMMM ! 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The elimination of visible rail ends and a InteHock and grOUn6ng devices in systern UL kstec; to UL 2703 mounting clamps, combined with the addifion of array trim and a lower profHe all contribute * lritedock and Ground Zep ET L risted to UL 1703 to a more visually appealing system. SieekMciunt as "Gvounding and Bondin ystern" utfl8 zes Zen Compatibie"m rnodules with * Ground Zap UL and ETL `isted to UL 467 as strengthened frames that attach directly to grounding devlce Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of * Painted g0vanized waterproof flashing standoffs required, In addition, composition # Anodized cornponents for corm ton resistance shingles are not required to be CLA for this system, aflowing for minimal roof disturbance, * Appircabse for vent spanning furic'Uoris Components 5/16" Machu e Screw Levei�rig Fora " -ag screw *k Cornp Mount *1 Comp Mount Rashlng SolarC 9 Ity, 'January 2013 'I ,%& DriH Riot Hoie of Proper Diameter for Fastene� Size Per NOS Section 1-1 32 Sea piiot hote mth roofing seaotnt invert Comp Mount flashtng under upper gayer o" shin tie #W Phlce c'onnp Mokini centered uporl*Hash�ng #," nste iag pursuant to NDS Secton I 1.13 with seaiing washer. ix Secure Leveiing Foot to the Cornp Mount rwing machine Scn, Place rioduk.-. ` "''`' Solar0ty, January 2013 jejoS ueipeueo InoqV that qns 9E401004 Pip W14 w pap"g,,,e (,-)" sz L viv) Lufmooz 0 1,UJI-OOO 10 qoue pe4jt UB Luoij Aouaia!ga einpow %9'96+'t uojje!pejj! mol le aouewioped 6wpeag Ajisnpul UGqe:)fpsM0 mleaquav F — — - - ------ ---- --- -------- --- e - e - s - n - ,j souw� wnwxelN 5 Ykd'66'� -- - - ----------- - - - 0600A WDISAS wvWxON kwaimb atnpoiq aq) luejjno pnwfo jm4S Aluejjem Indlno i9mod jeau6l jeef, 9Z dF4suew�jjom pue slepajew uo Aluejjem janpoid jeaA 0 t X99 Gg 2! 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Operating MPPT Voltage Range V PVwS8-RW5 _232 nirst), PW-DESOOP (opt) Amount LWAI Monitoring a, rx"Atalk seu t > YJV ' PWDvSKTOP ?apti sale PWRADQMMODIMI. OrnQ fmkvmoenw Ambient Ad, Operating Temperature Range Maximum Current thicrearxi for kWh Many in Paradfid A Ambient Air storageTendarnature Ran" 20 31 32 Relative Humidity 32 Maximum Usable Current W Charmer A dbWatIm 10 t6 ftnn,� 16 assad Short Circuit Clouser Lidat per Channel man A 123 20.0 2'0.0 NEMAO 20 0 Number of Vitro Lending Terminnar Per charma riatury canycnior Dimensions (H x W x Ch rn (M�i 2 pairs Weight tb rkq, Affairififlif; Termination 5 hrldefts Weight *g) < 60 W.0t crnmPW bicCk, Nessute ClarrPAWW 0 AWG4 WaP bTacket "Pid Sade tAo 'nink, saxi XO�c Uta x 112 and 1,'es X 1 IM, 3 placLs ski- fimpt, man Conduit Connections, Grid Connection rips Side" P PtUgged 3WOW, rlp, S 2) Cameclrk FAUS 314; 1017W slaft. 013 1 OI`2W 10/2W Sparc 4o/2av 1012W Spfit- IO!2W 03W BOW WSW Spat I 012W 03W Adjustairterhiltage Awgir Wrien-Vomr) V 183 228 2.31 244-304 183 228 21 -7 64 2,44 304 183-228 211264 144 MA 185-228 211 2164 24430 Grid Frequency 8Z UL1741,C5A-C22!NI 1071 W, U0498 U06946, FCC Part 15 Ciars 8 Safety Approval 60 RAWTOON Standandvartanty Adjustable Grid Frequency Range HZ ExterviedWarromy in.ars 5760,5 AV*#" Modish Maximum Current Oat smaid A 143 145 12.0 t ir.2 160 16L 16,0 16,0 t 6,0 X0 20k C10 POW Factor > 0.995 'total Harmorric Distortion At Rated Power % '2 Grid Wiring Ternmetkin Type Teemjoal bkx Pressurr Ciams, AWN', t0 - A%%IC4 Postactiontrevicas, input Rovers* Wendy Protection yes trier - Voltage Protection Type varin*r 2 har each 0'anne, Art Array (irshand Fault Detecti Pre gar' , up Rise and dynamic GFN SRequWes fUarng, Array's', outlays Ami-Istandinq Protection Mesas U1, t 74 IAff t 547 recaurrements External AC OCPD Rating Ames 20 20 Is ZS 70 20 20 20 20 25 25 25 Over-Voltage Permission Type VaOstor,23• Lot, Q ofitFWY Maximum Effidinny % 46'q 97 97 97 CIC Efficiency % % %urriormams Night Van# Consumption Wes, < Bra Stand By Consumption »Yua < 8 16 characlem x 2 hnesCD dis0a Wind Local Monitoring it xAS485 bactj PVwS8-RW5 _232 nirst), PW-DESOOP (opt) Amount LWAI Monitoring PWDvSKTOP ?apti sale PWRADQMMODIMI. OrnQ fmkvmoenw Ambient Ad, Operating Temperature Range IF NO -13to+ 140; 25 t(i iWatOdetatin9abOVt 12„ Ambient Air storageTendarnature Ran" "t , C 40WI76,Qtti+l3tii Relative Humidity %RH crindepong Acoustic Noise Emission tevell dbWatIm <io Maximum Operating Attitude without berating ftnn,� 6560 pow) Enclosure rating NEMAO Cooling riatury canycnior Dimensions (H x W x Ch rn (M�i 33A X 17A X-&7 �859 X 325 x 222', Weight tb rkq, 1 473 (21.3, 5 hrldefts Weight *g) < 60 W.0t Mounting "am WaP bTacket 'nink, saxi XO�c Uta x 112 and 1,'es X 1 IM, 3 placLs ski- fimpt, man Conduit Connections, Side" P PtUgged 3WOW, rlp, S 2) Cameclrk FAUS 314; Back, A Concentric EKOs 314' 1' Tic Switch Ratimolher Carriers) A)V 25, Safety isouthm Low Termforeiwkn; IFtowlinq Arrays Safety and WON Standard UL1741,C5A-C22!NI 1071 W, U0498 U06946, FCC Part 15 Ciars 8 Safety Approval RAWTOON Standandvartanty yea's 10 ExterviedWarromy in.ars 75 & 20 AV*#" Modish Standard - Without Sic switch and Wking Box -I.— .—I — r— — _ — P\4-3,0-OLiFD-uS PW3.60UTD-Us 3.8 OUrD-US .11 1 '" ffr"A, K r", I . N I M1 VII ftl1,4 7-(Xl7n 1 4A Pcii-3,0-Wrr)S U', A and interrupter AIRIONMOO P DS US A PVQ,8 OUTO�S-US A PV9-4,2-OUTD-&U5-A ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: 4 Z" /= Job Address: e Permit Number: b9'31 9>5 APi OL1,,F fs ❑ No one available for inspection: Time AM/kw. Re- Inspection required: Yes No �- * When corrections have been made, caii for re- inspection at 303- 234 -5933 Date: 11r l 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: Ro")7 - Job Address: 377t( OM " A 01 Permit Number: 0Q 92 A 0 ��,e -� �r�nr,�ea refrv�rr��s Scr� Ftr�rr: ❑ No one available for inspection: Time 1< AM /PM Re- Inspection required: ;Yes No When corrections have been made, calf for re- inspection at 303 - 234 -5933 o Date: 1 `2-( -tom' Inspector: S ! T - DO NOT REMOVE THIS NOTICE WED 11:46 FAX 303 23l svzq lvs nest way I N 44013 PECTIO . N RECORD OCCUDariGY/TYK 'm L>NE: (303) 234 -5933 inspections wilt not be made unless this card is posted on the building site Gal[ by 3 :00 PM to receive inspection the followin %business clay. INSPECTOR MUST SIGN ALL. SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS I DATE iNSeecrort ComnlehTS: �-- Stemwall / (CEG) Concrete Encased Ground _ Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underareund) r Hea ting (Un dergi RDUCf tts Sheathing Lath / Walt lie Mid -R oof EIC Cal Servic Rough Electr Rough Plumbing Ga Piping Rough Mechanical Insulation Drywall Screw t Fire Departure R.O.W & DraN Parking & Lan MUST BE COMPLETED AND 19/14/84 CITY $ 5a T RIDr;E cdGa Jaws R Nose1 RECEIPT 90- CDA68E649 P 9s BSP'Reroof 41 sqs 3' ____993311 b - - .. � I M se Tax 126.56 54.16 INSPECTION; PAVIENT SHOULD as I, RECE;:VED 6NpUNT Adth Cade: 516.53 r , Alvmlm� TA. . 015598 ,�r. . ♦ 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: Job Address: y sic e7- Permit Number: a93253t s'a:~=~r 7- fla'i'~.r/~`~ u~ s!1 ~;~''ii/J' !~✓ir/7~i~r''` ❑ No one available for inspection: Time 30 AM/eg Re-Inspection required: Y s No When corrections have been made, call for re-inspection at 303-234-5933 Date: 1 0 7 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: Job Address: 3771 f,T>~„n Permit Number: Do 7:~Q eC ❑ No one available for inspection: Time 6 AM/ Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: afn( Inspector: U-1 lk_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE r Building Inspection Division 1 (303) 234-6933 Inspection line - - (303) 235-2855 Office (303) 237-8929. Fax INSPECTION NOTICE Inspection Type: t1 " 6~- yF), r~ ~ r Job Address: 77Y UlVro (1, Permit Number: ra sA n ~ L' ❑ No one available for inspection: Time •Aj AM/ M Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspect DO NOT REMOVE THIS NOTICE C(, A 4' City of Wheat Ridge s' 1 r40001 s F Faxed Roof Permit PERMIT - 093285 'PERMIT NO: , 093285" ?ISSUED: 10/13/2009 ,K JOB 'ADDRESS: 3774 UNION CT : EXPIRES: 04/11/2010 DESCRIPTION: Reroof.25 sqs .:CONTACTS „owner 303/829-0747 Tony Wood sub 303/699-7999 James Mosel 08-0268 Trinity Roofing f. **-PARCEL :INFO ZONE CODE: UA USE: UA ,SUBDIVISION: 0689 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,425.00 FEES Permit Fee 144.70 h'4 s•, Total Valuation .00 Use Tax r 79.65 **:TOTAL 224.35 =..Conditions: Both `front and back of permit need to be posted on job site. If one or the other is not present, INSPECTION WILL NOT. BE PERFORMED. 16 nail installation b& mid-roof inspection required. Board sheathing spaced more ",than `a 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and ';,water shieldrequired from eave edge to 2'inside .:exterior walls.: ``***Contractor/Property owner shall 'provide .'ladder.(s) secured in place for inpsections.- Subject to field inspection. s, 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 lee 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 the Wheat Ridge Building Code (I.B.G and all other ( applicable Wheat Ridge Ordinances, for work under this permit. Plans 'subject to field inspection. Signature of contractor/owner date 'e1. This permit was issued in accordance with the:. provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat. Ridge, Colorado or any. other applicable ordinances ofthe city.` This permit shall expire 180 days from the issue date. Requests for an extension must be received :prior to expiration date. An extension may, be granted at the discretion of.: the Budding Official. K If this permit expires, '.a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment' has not exceeded one `.(1) year. If changes have beenor if suspension or abandonment exceeds one. (1) year, full fees :shall be +paid for a:.new permit. = 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. ^5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all. inspections and shall receive written approval on inspection card before proceeding with successive phases: of the job. eb. The issuance of a permit or the approval of drawings and specifications shallnot be construed to be a permit for, nor an approval o any violation of the provisions of the building codes or any, other ordinance, law, =Is or regulation. Al1`plan ev is subject to field inspections. °"Signatu of ief: Building Official 'date t`INSP CTION 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. INSPECTION RECORD OccupancvlTyiae INSPECTION LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) Do N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Piping - - Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PI Framing Insulatio n ~ - r` Drywall Screw ;I l FINALS CITY EAT RIDGE ; Electrical 4 - 9713!89 i ij AM edbb TI . . p lumbing James R Mosel y ` r P Mechanical ;RECEIPT NO-ED 917 1 UNT Roof Ill SP Reroof s „4.35 ®932@5 r i - Building Final Permit Fee 44,70 , Ilse Tax ' >79.Na Fire Department t ' n ! R.O.W & Drainage PAYMENT REC -D INSPECTIONS F V$' 4224 AMOUNT 224.3,, a Parking & Landscaping SHOULD BE cAL Auth Code X ¢z 'NOTE: ALL ITEMS MUS T BE COMPLETED AND APPROVED BY PLANNING AND & 81883TOTAL 224.35 CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDIN - OF A CERTIFICATE OF OCCUPANCY NOR PER Sft v MIS nv rvn uwv , OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY I S ISSUED PROTECT THIS CARD FROM THE WEATHER 10/13/2009 11:22 TACQSC ei-nce'_-cs NJ IGA 3038142560 4 8a2 04Z8 S 15 Li 4 Z2.`i C"4 w 11/u l=4x TO 3G3-&4q• Jqq$ TRINITY ROOFING JIM PAGE 01/01 City of Wheat~ic to Date_ KIAAMUNTIY DEwLOPMENT Permit V IC Building Division 7500 W. 29th Ave_, Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Property Address: 31-14 N io N CT U0-50 Property Owner (p/ease print): TONY MJOQD Phone: 3 0 3 •S Z Mailing Address: (if different than property address) Address: Zip: Contractor Contractor License M Phone: 2 ?-I is- Sub b ContraHnm- Use of space (description): t"Raor w ac Description of work: Q Plan Review (due at time orsubmitfal): S Sq. FtA_Ft added; Squares 25 BTU's GaItons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify fy that the setback distances proposed by this permit application are accurate, and do not v olate applicable ordinar>ces, miss of regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that ail measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application' pplication and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (!-B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to field Ins n. GRLCE ONE: (OWNS (CONTRACTOR) or PERSONAL REPRE IATN f (OWNS (CONTRATOR) PRINT NAME: SIGNATURE: ,i- Date. b / ZONINGcoIUNFATS. DEPARTMENT EONLY. . Zoning: Paviower PUBIJC WoRks c:6 irMlN ' . Reviewer. . . . BUILDING vEPARTA152 . COMMEWS:'. Reviewer:' . ocCUPANC Fa1EOEPAH9MENT:: t3 appiovgit c4bOOliNheJlts...pdi9approved 0 no review required Bldg Valuation: S Credit Card Payment= Use credit card listed on rile. e; Print name: .)g M p Q L' Signature: = DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14588 BUILDING INSPECTION LINE - 303-234-5933 Date : 10/7/02 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: WOOD Property Address : 3774 UNION CT Phone : 303-403-9025 Contractor License No. : 21366 Company : L.F. Comstock, Inc. Phone : 303-988-1912 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restnctions 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 applicalion, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W at Rid~~9 rdin ce , f r work under this permit. (OWNER)(CONTRACTOR) SIGNE•t,Jd/JQiYO DATE / -rJ 7 `d Z Description : TEAR OFF EXISTING ROOF, INSTALL 30# FELT Construction Value : $4,200.00 Permit Fee : $11125 Plan Review Fee : $0.00 Use Tax : $50.40 Total: $161.65 Use : BUILDING DEPARTMENT USE ONLY 4*440SIC : Sq. Ft. : Approval : Zoning : 910010~041 Approval : OKlmlc NOWa~ 1~1E~iow Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur applicalion and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Cotle of Wheat Ridge, Colorado or any other applicable ortlinances of the Ciry. (2) This permit shall expire if (A) the work authorized is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvitled no changes have been or will be made in the original plans and specifcations and any suspension or abandonmeN has not exceeded one (1) year. If changas are matle or if suspension or abandonment ezceetls one (1) year, full (ees shall be paid for a new permit. (4) No work of any manner shali be done ihat will change the naNral flow of water causing a drainage problem. (5) Contraclor shail notify the Building Inspeclor iwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card 6efore proceetliing wilh successive phases of the job. (8) The issuanc a permit or ihe approval of drawings and specifcations shall not be construed to be a permil for, nor an approval of, any violation of the provisiq th uiV ' s or any other ordinance, law, rule or regulalion. .0`+ t:11 ~ Chief~Building Ins ctor DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BiTII.DING INSPEC'I'iON LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2555) ~PUCAITON PropertyOwner: NDOD ProperryAddress: 377L~ UnJ+o.J CT• Phone: 303 -`fO3 -4a2-S Contractor License No.: , 1 3(n (a Company: L. F' . Cov., ~ro c l~ , (i.t G. Phone: 303 - q g g-(q l"Z O WNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGRESMENT I hearby certifythat fha sefback distances proposed by this pannit applicatio¢ are accuzete, md do not violate applicable ordinances, rules or regu(ations ofthe City of Wheat Ridga or covenaafs, easecnents or nstictions of record; thxt ell measuremerts shown, md allegations mada aze accucata; that I Lave read md agree to abida by all conditions printad on tlils applications and fhat I assume full tesponsibility for compliance wifh the Wheat Ridge Building Code (U.B.C) and all other applicabla VJhaat Ridge Ordiuances, for ork mder . pennit. COILStI71C110IlV2,1ll8: ~'~z.bO.oL Permit Fee: ~~j Plan Review Fee: T Tcr TaY' TOt21: (OWI~RXCON1R4C70R):SI6NED`'4y~~l!SA~~~' DATE /O" 4 Z 7 Description: T6.4Z-o~F F~(STi,J(' QbGF -/NSTALC 30* P-~aSE FELT -/CE€'G✓ArE.eS/~~£~/] F4T Loc+> SLoPE -ELk P,~ZES'7-'/CaU€-C30J~ tAir~eNS,a,SP~, 2 9 SQ Al!/Z AjrcF+ Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: E:cpiration Date: Expiration Date: Expirarion Date: Approval: Approval: APProval: (1) 17ils pevnit was issued in accordance with the provisions set forth in yow applicaton md is sv6ject to Uu laurs af the Sfete of Colorndo and W the Zoning gegule4ons md Btilding Code oFV✓heat Ridge, Co(omdo or any other applicable oxdioancas oftlhe City (y) 'Chis pe[mit shall expire if (A) the werk authoxized is mt commcnced wititin :ixty (60) days from issue date w(B) fha bmld'vig authoeimd is s• spraided or abandonad fox a paiod of 120 days. (3) If this pemiit expiros, a new persnit may be ecquired for a fee of one-half tlu emount normeRY +equirad, pravided ao changes 1"e Saen or will be mede in the o[ignal Plaos md speoificatioas and any su%pension o[ abavdonmmtlus not mccerded one (1) Year. If chzngm hsve been ox if suspea+ion or abandomnent ezceeda one (I) yeaz, fiil1 fees shnll bepaid for a new peaait. (4) N. wmk of my menn¢ shall be done that will chenge tt+e mN[al flow of water cavsing a dcaivage problem (5) Conhactw shall notSy tlw Bwldin6 Impeceo[ twenty-fouc (24) hom in advance for all inspx4oae md sheU ieceive writtm apprwal on ivspec4on eazd hdote proceeding with successive phases of thnjob. (6) The issuance of a pennit or the apprwal of dtawings md specifica4mu slull m[ be caasdved W be a pmnit for, nor aa eppcoval of, any`rtok4on ofthe prwisians offhe buildi¢g coAu m' azry other ordinem4l%w. [ule oi [egulaRoa Cluef Building Inspedor