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Home My WebLink About3824 Wright StreetFrom: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION General Date: Friday, March 18, 2022 9:49:19 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 General This application is exclusively for Scopes of Work that do not already have a specific form. YOU MUST ATTACH AN ELECTRONIC PAYMENT FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Is the property Residential Residential or Commercial? Property Address 3824 Wright St Property Owner Name Angela Kalen 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" CONTACT INFORMATION Submitting General Contractor or Architect Contractor's License 303-519-0996 angiekalen@ymail.com Dutch Creek Electric 180075 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contract Phone 303-620-6888 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address tyler@dutchcreekelectric.com Retype Contact Email tyler@dutchcreekelectric.com Address Check the appropriate Electrical boxes if the following work is involved in the project. Electrical Contractor Name Electrical Contractor License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Dutch Creek Electric 180075 Are there any No ADDITIONAL Sub Contractors associated with this project? DESCRIPTION OF WORK Detailed Scope of Work - Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc. Dedicated 50 amp circuit in garage for car charging Square footage of 400 scope of work Location of work garage (backyard, on roof, etc) Project Value (contract 900 value or cost of ALL materials and labor) Upload Engineer letter Field not completed. Upload Asbestos Field not completed. Report if triggler level is met per CDPHE regulation. Upload Drawings 3824 Wright St Drawina (Submitl.odf Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings Upload Additional Field not completed. Drawings 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 Mike Taglialavore Pe rm it Email not displaying correctly? View it in your browser. From: no-reolvCalci.wheatridae.co.us To: CommDev Permits Subject: Online Form Submittal: PERMIT APPLICATION Electrical Service Change/Upgrade/Electrical Work Date: Wednesday, February 23, 2022 1:22:33 PM 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 Electrical Service Change/Upgrade/Electrical Work This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). 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 Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address 3824 Wright St Property Owner Name Angela Kalen Property Owner Phone 303-519-0996 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 3824 Wriaht St Credit Card Authorization Form.Odf CONTRACTOR INFORMATION Contractor Business Dutch Creek Electric Name Contractor's License 180075 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-620-6888 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email tyler@dutchcreekelectric.com Address Retype Contractor tyler@dutchcreekelectric.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 150 Location of work house (garage, house, etc) Provide additional 150 amp overhead service change details, if needed. Project Value (contract 3600 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 Mike Taglialavore Pe rm it Email not displaying correctly? View it in your browser. SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS • SYSTEM SIZE: 5440W DC, U40W AC • ALL WORK SHALL COMPLY WITH 20181RC/IBCIIEBC, MUNICIPAL CODE, AND ALL • MODULES: (16) JA SOLAR: JAM60S10.UDIMR MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE • INVERTERS: (16) ENPHASE ENERGY: IQ74I0-2-US • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2020. • RACKING: SNAPNRACK RLU; RL UNIVERSAL, SPEEDSEAL TRACK ON COMP, SEE DETAIL SNR -DC -0M6 • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2020.MP MAIN PANEL • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN PANEL WITH AMP MAIN BREAKER TO BE REPLACED WITH • PHOTOVOLTAIC SYSTEM IS UNGROUNDED, NO CONDUCTORS ARE SOLIDLY NEW 150 AMP MAIN PANEL WITH 150 AMP MAIN BREAKER. GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. SP SUB -PANEL r P, • MODULES CONFORM TO AND ARE LISTED UNDER UL 1]0M1]30 LClry of LC PV LOAD CENTER �W11Cai� •INVERTER CONFORMS TO AND IS LISTED UNDER UL I741. DOMMalPm UIVfIMMEM APPROVED • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SM SUNRUN METER Reviewed far Cotle Comolianee • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. PM DEDICATEDPVMETER / • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL Plans Examiner ate CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). INV INVERTER(S) wee a041AMORe'u`aOppnep�Of°~"0"•CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). aem�wrorow, m,t b,' P•~w .. d a,wvaq=L wramm,M C mygrn wo...a..gm. wormy axe e, gP�nn dm�. wA mu AC DISCONNECT($) p`, fts BOB" akW", wwnwwmel lnepw,mv qft • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. m4v d and d&miu. el M. crr •ned rol w wn4 •10.46 AMPS MODULE SHORT CIRCUIT CURRENT. O DC DISCONNECT(S) • 16.34 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) 8 690.8 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2020 ARTICLE 690.12(8)(2). CB IQ COMBINER BOX CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION r, INTERIOR EQUIPMENT L J SHOWN AS DASHED SOLAR MODULES SNR MOUNT SNR MOUNT 8 SKIRT ® CHIMNEY PV -1.0 ATTIC VENT 0 FLUSH ATTIC VENT a PVC PIPE VENT 0 METAL PIPE VENT ® T -VENT SATELLITE DISH KAFIRE SETBACKS mHARDSCAPE —PL— PROPERTYLINE SCALE: NTS PAGE is DESCRIPTION PV -1.0 COVER SHEET PV -2.0 SITE PLAN PV -3.0 LAYOUT PV -3.1 MOUNTING DETAIL PV4.0 ELECTRICAL PV -5.0 SIGNAGE A qualified person must be present at the time of a PV electrical inspection sunrun A AMPERE AC ALTERNATING CURRENT 1) Licensed master r journeyman electrician, AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP 2) Residential wireman COMP COMPOSITION DC DIRECT CURRENT ECM]080,MEe6W088 _ / 3)NABCEP-certifier) solar installer capable of testing the rapid shut down system. (E) EXISTING ESS ENERGY STORAGE SYSTEM EXT EXTERIOR Ad0080( MP.,M.MM CUSTOMER RESIDENCE: INT INTERIOR MAG MAGNETIC ANGELAKALEN __-- MSP IN SERVICE PANEL MA 3824 MIGHT ST, WHEAT GHTS (IT NEW RIDGE, CO, 80033 NTS SCALE TO ON CENT OC ON CENTER TEL (303) 519,0996 PRE -FAB PRE -FABRICATED qPN: 30703 APPL •38ge,24 CU 8003. USA VIL Rldge,C08D033. USA PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC RSD RAPID SHUTDOWN DEVICE PROJECT NUMBER: 501 R-824KALE 'pull TL TRANSFORMERLESS TYP TYPICAL DESIGNER: (415)58MWOe 13Tenyaki Madness W WATT PAUL PETZKE SHEET REV NAME DATE COMMENTS /— - AppltjacK Wine i spirits Q COVER SHEET REV:A 12/14l202 PAGE PV -1.0 „. .,p SITE PLAN -SCALE • 1118" • 1.4. (E) FE ROOF PATHWAYS IT TYP) (N) ARRAY AR -01 R NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE w R (E) GATE FIRE SETBACKS (18" TYP) r (N) ARRAYAR-02 FL FL ROOF PATHWAYS (E) DETACHED (3' TYP) STRUCTURE NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: • TOTAL ROOF SURFACE AREA: 2949 SOFT. • TOTAL PV ARRAY AREA: 289.7 SO FT. • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREATTOTAL ROOF SURFACE AREA) -100 = 9.8% U R NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE w R (E) GATE FIRE SETBACKS (18" TYP) r (N) ARRAYAR-02 FL FL ROOF PATHWAYS (E) DETACHED (3' TYP) STRUCTURE NOTES: • RESIDENCE DOES NOT CONTAIN ACTIVE FIRE SPRINKLERS. ARRAY DETAILS: • TOTAL ROOF SURFACE AREA: 2949 SOFT. • TOTAL PV ARRAY AREA: 289.7 SO FT. • PERCENTAGE PV COVERAGE: (TOTAL PV ARRAY AREATTOTAL ROOF SURFACE AREA) -100 = 9.8% ROOF INFO FRAMING INFO ATTACHMENT INFORMATION DESIGN CRITERIA Mev OC Marc Landscape Max Landscape Max Portrait Maxpommit MAX DISTRIBUTED LOAD: 3 PSE Name Type Height Type Span Spacing Detail OC Spacing Overhang OC Spacing Overhang Configuration SNOW LOAD: 30 PSF RL UNIVERSAL, SPEEDSEAL TRACK ON WIND SPEED: AR-01 COMP SHINGLE -RLU 1-Story 2X6 RAFTERS 10'-9" 24" COMP, SEE DETAIL SNR-D000436 8'-0" 2'-4" 4'-0' 1'-10" STAGGERED iW MPH MEC GUST. S.S.LAG SCREWS: RL UNIVERSAL, SPEEDSEAL TRACK ON 5/16' 2.5"MIN EMBEDMENT AR-02 COMP SHINGLE-RLU 1-Story 2X6 RAFTERS 10'-9" 24" COMP, SEE DETAIL SNR-DC-OMM 8'-0" 2'-4" 4'-0' 1'-10" STAGGERED STRUCTURAL NOTES: • INSTALLERS SHALL NOTIFY Di-AR-01-SCALE: V.D.g'-9" ENGINEER OF ANY POTENTIA ALM: 180' STRUCTURAL ISSUES PITCH: 186 OBSERVED PRIOR TO 9g-6" CEEDINGWI INSTALLATION.. • IF ARRAY (EXCLUDING SKIRT) IS WITHIN 12" BOUNDARY 6'T1'P— REGION OF ANY ROOF PLANE EDGES (EXCEPT VALLEYS), THEN ATTACHMENTS NEED s�rym. TO BE ADDED AND OVERHAN ^^cr REDUCED WITHIN THE 12" OQN00llgFy MWU,pTq.PFO BOUNDARY REGION ONLY AS Vp�Nt FOLLOWS: v •• ALLOWABLE ATTACHMENT 0056164 SPACING INDICATED ON PLANS TO BE REDUCED BY T' I V Ll os CMI 50% FSS/ONALE��'`� •• ALLOWABLE OVERHANG INDICATED ON PLANS TO BE Exp. 10/31/2023 1/5TH OF ALLOWABLE ATTACHMENT SPACING INDICATED ON PLANS D2 -AR-02 - SCALE: 1/8" =1'4"f ALM:: 06 C PITCH: 18 vunrun EC #7080 ME 4#800088 /Z ZZZZZZZZIIZAZZZIIIIBlzzzlzzz6llzzzz 31 L um O �N.M.m,co CUSTOMER RESIDENCE: ANGELA KALEN —g ryp_ 3824 MIGHT ST, WHEAT 13'-3" RIDGE, CO, 60033 TEL (303) 5190995 APN: 30703 ❑ PROJECT NUMBER: 501R-824KALE l7 4i" DESIGNER: (415) 5806820 ex3 PAUL PETZKE SHEET LAYOUT RI A 1224/2021 SEE SITE PLAN FOR NORTH ARROW PAGE PV-3.0 SNAPNRACK RL UNIVERSAL SPEEDSEAL TRACK COMPOSITION R( EN ST FC REVISION. L MOUNTING DETAIL REV:A 72R4I2027 PV-3.1 -LYp DESIGNER D.RYAN JOnLt' PAR rvUNBtIt IIIN//' V NTS V\\VII �bNnrunwTM DRAFTER'. B.PETERSON SNR -DC -0 m APPROVED BY: W.ARBUCKLE DATE: inrzo2o MOUNTING DETAIL REV:A 72R4I2027 PV-3.1 120/240 VAC SINGLE PHASE SERVICE OMETER M METE 38]6121 34140: CONDUIT NEW 150A NEUTRAL 1 1 MAIN (2)12AWGPERENPHASEO BREAKER NEW 50I MAIN PANEL Approval Notes: 1) PN array system to have grounding system installed per Part III of Article 250 per 2020 NEC Article 690.47(A). 2) If UFER ground in not available provide or verify supplemental ground rods per 2020 NEC Article 250.53(A)(3). 3) Cold Water & Natural Gas bonding per 2020 NEC Article 250.104(A)&(B) j ( ACCO ENPHASE 10 AC COMBINER BOX WITH INTEGRATED 10A ENVOY BREAKER 3CX-10-AMI-240-3C .mucnrx ans (N) 20A V no 20A BREAKER [A] PV BREAKER AT NOTE: TOTAL PV BACKFEED=20A OPPOSITE END USED FOR INTERCONNECTION OF BUSBAR CALCULATIONS CONDUITSCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2)12AWGPERENPHASEO NONE (1) 10 AWG BARE COPPER CABLE BRANCH 10740 -2 -US 2 3/4"EMTOREQUIV. (2)12AWGPERENPHASEO NONE (1) 8 AWG THHNITHWN-2 CABLE BR/WCH EGC/GEC 3 3/4"EMTOREOUIV. (2) 10 AWG THHNITHWN-2 (1) 10 AWG THHNITHW/N2 (1) 8 AWG THHNITHWN-2 EGC/GEC MODULE CHARACTERISTICS JA SOLAR: JAM60616MONR: 340 W OPEN CIRCUIT VOLTAGE: 41.55 V MAX POWER VOLTAGE: 34.73 V SHORT CIRCUIT CURRENT: 10.46 A ✓/ i/h•/i� lTJ (16) JA SOLAR: JAMBOSIO-340IMR MODULES AND MICRO -INVERTER PAIRS (16) ENPHASE ENERGY: 10740 -2 -US �. (1) NCH RAN MIC S RAVERTE RTER[A] 1\ CBv� GENERAL NOTES: • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. QI WARNING ELECTRICAL SHOCK HAZARD TERMINALS ON UNE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITM LABEL LOCATION: INVERTER(S). ACIDC DISCONNECT(S), AC COMBINER PANEL IIF APPLICABLE). PER OODECR: NEC 2020:660.13SR nWARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM PER OODE(S). NEC 2020 705.12(C) Qf WARNING FONER SOURCE OUTPUT CONNECTIO N DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER AND ESB OCPD (IF APPLICABLE). PER CODEI$)'. NEC 2020'. 705 12(B)(3)(2) Q! WARNI PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LABEL LOCATION: PHOTOVOLTAIC AC COMBINER BF APPLICABLE). PER CODECS): NEC 2020: 705.12(D)(2)(3)(c) LABEL LOCATION'. AO DISCONNEOT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODECS): NEC 2020'. 69054 LABEL LOCATION'. INSTALLED WITHIN 3OF RAPID SHUT DOM SNATCH PER DORRIS): NEC 2020:660.56(CX2),LPC 2012:605.11.1, IFC 2016:1204.5.3 SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPIDSHUTDOWN SWRCHTOTHE^OFF" POSIOON TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. g LABEL LOCATION: ON OR NO MORE THAT 1 M 13 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S) NEC 2020:690.56(C) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE MEG 2020 ARTICLE 110.21 RN, UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION ON, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE WAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI 2535.0.2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. •DO NOT COVER DUSTING MANUFACTURER LABELS. CAUTION MULTIPLE SOURCES OF POWER SOLAR PANELS AND MICROINVERTERS ON ROOF MAIN PANEL AND PV BREAKER DISCONNECT SERVICE ENTRANCE IQ COMBINER BOX(EXT) 3824 WRIGHT ST, WHEAT RIDGE, CO, 80033 PER CODE(S): NEC 2020:]05.10,]10.10 C iz/z9/�� Harvest the Sunshine cry d Mono w' Higher output power Lower LCOE ® Less shading and lower resistive loss O Better mechanical loading tolerance Superior Warranty • t2year pratluq warmnry • 2Syear linear power output warranty im n OEM ofto JA Linear Power Warranty 0 Industry Warranty Comprehensive Certificates • IEC61215,1EC 61]30, UL81215,UL81730 • 1809001: 2015 Otaliry management systems • ISO 14MI: 2015 Environmental management systems • OHSA51e001: 2007 Occupational health and safety manage - manlsystems • IEC TS 62941: 2016 Tevestdelpretwotak:(")rrudules— Guidelines for arrested countersue in W mccule design rAM JASOLAR JAM60S10 320-31 MECHANICAL DIAGRAMS SPECIFICATIONS ELECTRICAL PARAMETERS AT STC TVPE Rented Maximum 'weenPmm)A op" tumult octi m(wa) M Maximum Paver WXege)Vmp)M Seen Cri cummNao)IA) Matlaum Pcwercu1ren41mp)W MMula Efltiench I36) P6war Tderaram Tempi CoeTemom orlaa(o Ix) TmperaNm Coafiitlenl W Pmer{V_Pmp) STC me call Plan JMJ80510 JAMBOStO Weight 107111 -320IMR nreremna 1839t2nm+998t2mm+38tlmm 4t3WAR 3351MR Od1b OmN small 5¢a 4mm'112AWG) 320 NUNcel4 120(6+ID) ve,. Juneau, Ran 13 agents 40.80 Connecmc 00410 at.W 4132 000.1036 ( (150 16WV1 33T3 Cable Length PdVnt:3wmm(e/40dnm(-): 3.24 344B (Inauainpcanneaw) Lanrtr apaeommMeYlgmmm(-1 1016 Packa9n3 Cmfi0uratim 30 Pw Patel JAMi Jmaga 0 JMJ80510 JAMBOStO JAM80510 -320IMR 325RAR 4t3WAR 3351MR mAWR 320 325 393 335 W 40.80 war at.W 4132 41.55 33T3 33.87 3.24 344B 31.73 1016 1023 tow li 1046 9M 951? 980 972 91 190 193 198 199 281 20A Mae Power Volumes mp)M pv W 3202 32.21 32.40 eDPoUxai 5,100"20 121MN) Bnon Ci cumi A] 8.80 814 -0929VC 828 835 Maximum went, Loa],Back -0350NIC Max Peanut Committee) [A] ]W 710 Bradanne 103011fimr, cel temperature 25L. Mtl 50 785 ,u iNy ae Mrynol u, hr They enlyeene Nrewnpenwnemo.9 EMerem ,h, 1, type NOCT ELECTRICAL PARAMETERS AT NOCT OPERATING CONDITIONS TVPE JAM60610 JAM80810 JAMi JAM60810 JAM80810 maximum 9yslem VdM9e 10WV/1bWV DCNL) 320IMR 3261MR 3IlVMR 335IMR JWIMR Fouled Max Peem(Pmax) IVI) 241 2M 249 253 257 Op coming Tmpralure J0C-e85T open C,m,,t Vo11e9e1Vou) M Mons 38.26 3646 3868 3890 Maximum Berea Fux 20A Mae Power Volumes mp)M 3158 31.80 3202 32.21 32.40 Maximum Same LealFmnl 5,100"20 121MN) Bnon Ci cumi A] 8.80 814 8.21 828 835 Maximum went, Loa],Back 2400Pa(b01 bum) Max Peanut Committee) [A] ]W 710 7,78 785 793 NOCT 451 NOCT randanee 603i andnl4mcemNre 20T Fee PMaexi TepeI wn0epee0lems AM1.5G CHARACTERISTICS Cuml-VOXage Curve JA61605104oaiwR 10 �e Porvr-VOXega Cuve JAM90510.335MR wb2eryl Cpurenl-Vallpa Curve JAMPo510335IMR Vu mlmw�_ wb2eryl Cpurenl-Vallpa Curve JAMPo510335IMR Vu Data Sheet Enphase Microinverters Region AMERICAS Enphase IQ 7 and IQ 7+ Microinverters The high-powered smart grid -ready Enphase IQ 7 Micro'" and Enphase IQ 7+Micro" dramatically simplify the installation process while achieving the highest system efficiency Part of the Enphase IQ System, the IQ 7 and IQ 7+ Microinverters integrate with the Enphase IQ Envoy'", Enphase IQ Battery'", and the Enphase Enlighten" monitoring and analysis software. IQ Series Microinverters extend the reliability standards set forth by previous generations and undergo over a million hours of power -on testing, enabling Enphase to provide an industry-leading warranty of up to 25 years. Easy to Install • Lightweight and simple • Faster installation with improved, lighter two wire cabling • Built-in rapid shutdown compliant (NEC 2014 & 2017) Productive and Reliable Optimized for high powered 60-celli halfcelland 72- cell/144 half -cell modules More than a million hours of testing Class 11 double -insulated enclosure OIL listed Smart Grid Ready • Complies with advanced grid support voltage and frequency ride -through requirements • Remotely updates to respond to changing grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (OIL 1741 -SA) ® ' The IQ H Micro is required to To learn more about Enphase offerings, visit enphase.com � ENPHASE Enphase IQ 7 and IQ 7+ Microinverters INPUT DATA(DC) IO7-60-2-US 107PLUS-72-2-US Commonly used module palnngs' 235W-35OW+ 235W 4"W+ Module compatibility 60 c haltcellPV modules 60-cell/120 half -cell and 72 - 240 VA only cell/144 halfcellPV modules Maximum Input DC where 48V 60V �d Peak power tracking voltage 27V -37V 27V 45V Environmental category/UV exposure reUng 211-264V Brune ng range 16V -48V 16V -60V Maximum continuous output current l-0 A(240 V) Min/Max start voltage 22V/48V 22V/60V Nominal frequency 60 He Max DC short Circuit current(module beg 15A 15A Extended frequency range La Overvcltage class DC port II II DC port backleed current 0A OA PV array configuration txl ungrounded array, No character OR side protection regWretl; OUTPUT DATA(AC) IQ 7 Microinverter 10 T+ Microinverter Peak output power 250 VA MC4(or Arnmenol H4 UTX MI additional 0 -DCC -5 adapter) 295 VA 212 mm x 175 mm x 302 men (without bracket) Maximum continuous output power 240 VA Coaling 290 VA Approved for wet locations Nominal (L-L)voltage/ranger 240 V/ 201 240V/ 208V/ Environmental category/UV exposure reUng 211-264V 183-229V 211-264V aril Maximum continuous output current l-0 A(240 V) 1,15A(208 V) 121 A(240 V) 139 A(208 V) Nominal frequency 60 He 68 His Extended frequency range 47 -fib Hz 47-68 To AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A(IT Q branch circuit' 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvoltsge class AC port III III AC port backmed current 18 m 18 m Power factor setting 1.0 1.0 Power tocmr(apit ustable) 0.85leading..0 851agging 0 85 leading..0 85 lagging EFFICIENCY @240V @208V @240V @208V Peak efficiency 976% 9].6% 97,5% 97.3% CEC weighted efficiency 97.0% 970% 970% 970% Ambient temperature range -4wC to+6SAC Relative humidity range 4% to 100% (condensing) Cwrrwdortype MC4(or Arnmenol H4 UTX MI additional 0 -DCC -5 adapter) Dimensions(HxWxD) 212 mm x 175 mm x 302 men (without bracket) Weight 108 an (2 3816a) Coaling Natural convection-Nofans Approved for wet locations Yes Pollu110n degree PD3 Enclosure Class 11 double insulated, corrosion resistant polymeric enclosure Environmental category/UV exposure reUng NEMA Type 6/outdoor FEATURES Monitoring Enlighten Manager and MyEnlighlen monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by Eforuss as the load -break disconnect required by NEC 690. Compliance CA Rule 21 SUIT 1741Bad DL 621091, DL1741/IEEE1547, FCC Part 15 Class B, ICES0002Class IF CAN/CBA-C22 2 N0.1071 Ol This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC 2014, BE 2017, and NEC 2020 section 69012 and C221 2015 Rule 64 218 Rapid Shutdown of Pal System for AC and OC conductors, when installed according manufacturer 'sinstructions - I No enforced Di rasa See the counumaddi barrister at Miss grandeur Ecuador oducloatharcible appreallort, 2. Namesl vone9eamere can be extekedbeyond no rial 6 net red by the utility 3. Limps may vary Refer to local requirements to define thenumber of microinveners per branch In your area. To learn more about Enphase offerings, vises enphase.com v ENPHASE. 02020 Enphaee Enemy All X l reaenrea Surface, the knplowe her mphaseIQ7 meheae 10 71 knphaae lC 111 knrhase Enlighten . knothwe 10 owes and mean trademarks Or seMcenamps are the tmdamaRs of knpMre Exams Inc Owe auNw+to charge 20112 Data Sheet Enphase Networking Enphase IQ Combiner 3C (ki(Q-AM1-240-31C) 4L Too learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3Cs' with Enphase IQ Envoy'" and integrated LTE -M cell modem with 5 -year data plan consolidates interconnection equipment into a single enclosure and streamlines PV and storage installations by providing a consistent, pre- wired solution for residential applications. It offers up to four 2 -pole input circuits and Eaton BR series busbar assembly. Smart • Includes lq Envoy for ommunication and control • Includes LTE -M cell modem and 5 -year data plan • Flexible networking supports Wi-Fi, Ethernet, or cellular • Optional AC receptacle available for PLC bridge • Provides production metering and optional consumption monitoring Simple • Reduced size from previous combiner • Centered mounting brackets support single stud mounting • Supports back and side conduit entry • Up to four 2 -pole branch circuits for 240 VAC plug-in breakers (not included) • 80 A total PV or storage branch circuits Reliable • Durable NRTL-certified NEMAtype 311 enclosure • Five-year warranty • UL listed 0 ENPHASE Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 30 X-IQ-AM1-240-3C IQ Combiner 3C with Furnace IQ Envo production metering (ANSI Cl2 20a/ - cellular service Consumption Monitoring- CT CT -200 -SPLIT Split corecurrent transformers enable whole home consumption metering bit -2.5%). Circuit Breakers Supporta Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2 240 Circuit breaker. 2 pole, 10A. Eaton BR210 BRK 15A2 240 Circuit breaker, 2 pole, 1 SA, Eaton BR215 BRK-20A-2E 240 Circuit breaker, 2 pole, 201 Eaton BR220 SALE 01 Power line border bomm nication bridge pair), quantity XA PLUG 9203 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC 01) XA ENV-PCBA3 Replacement IQ Envoy huidred circuit board(PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS Rating Continuous duty System voltage 120/240 VAC 60 Hz Eaton BR series Lumbar rel 125 A Max. continuous current rating (output grid) 65A Max. fuse/circuit rating (output) 90A Branch circuits (solar and/or storage) Up to four pole Eaton BE series Distributed Generation(DG) breakers only (not included) Max. command current rating (input from PV) 64A Max total branch circuit breaker rating (input) BOA of distributed generatIon/ 90A with to Envoy breaker included Production Metering CT 200 A solid core prb nstallel and wired to lQ Envoy MECHANICAL DATA Dimensions(WxHxD) 37..Sx49.5xl6.8nm(1475'x19.5'x663").Height is 2106'(53.5 em) with mounting brackets. Weight 7.5 kg (16.51bs) Ambient temperature range -401CIo+461C(,a01tz1H1F) Cooling Natural mormection, plus beat shield Enclosure environmental rating Outdoor,NRTL-certified, NEMA type 3R, polycarbonate Construction Wire sizes . 20 A W AU A breaker imputs: tato 4AWG copper conductors • 60A breaker branch input: 4 to VO AWG copper conductors • Main lug combined output: 10 to 2/O AWC copper conductors • Neutral and ground', alto 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6.560 feet) INTERNET CONNECTION OPTIONS Integrated VA -Fl 802.11moun Ethernet Optional, 802 3, Cat5E(or Cat S) UTP Ethernet cable (not included) Cellular Optional. CELLMODEM 01(3G) or CELLMODEM-03(4G) or CELLMODEM-Ml(4G based LTEM) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C222 No. 107.1 47 CFR, Part 15, Class K ICES 003 Production metering: ANSI C12 20 accuracy class LIS (PV pductun) Compliance, IQ Envoy UL 60601.1/CANCSA 22 2 No. 610109 1 Consumption mon Poring is required for Enphase Storage Systems. To learn more aboutEnphase offerings, visit enphase.com 4ii ®2019 Create Energy AII,gMnmerver At tratlenurk5 cr brei this document are registered by their immune, enmee 2019-05 1 =. EV projects@evengineerine.com ENGINEERS http://www.evengineersnet.com 12/2]/2021 RE: Structural Certification for Installation of Residential Solar ANGELA KALEN:3824 WRIGHT ST, WHEAT RIDGE, CO 80033 Attn: To Whom It May Concern 276-220-0064 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composite shingle roofing over roof plywood supported by 2X6 Rafters at 24 inches. The slope of the roof was approximated to be 18 degrees and the allowable maximum chord span is 10.75 feet between supports. After review and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the Imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2018 International Residential Code (ASCE 7-16) Risk cateeory II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 107 mph PV Dead Load DPV 3 psf Exposure C Roof live Load Ir 20 psf Ground Snow $ 30 psf If you have any questions on the above, please do not hesitate to call. eYp00 (ICFN Sincerely, Vo M'a May FO �4 005618< Vincent Mwu a, P.E. EEngineering, LLC boy, nvn !rv` Prolects@eyengineersnetcom NSIPe4LL ' htto://www.eyengineersnet.com EXP:10/31/2023 =- EV projects@evengineersnetcom 276-220-0064 � ENGINEERS http://www.eveng[neersnet.com Structural Letter for PV Installation Date: 12/27/2021 Job Address: SIT ST WHEAT RIDGE, CO 8803 AM Job Name: ANGELA KALEN Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Conten Sheet Cover Attachment checks Snow and Roof Framing Check Seismic Check and Scope of work Engineering Calculations Summary Code 2018 International Residential Code (ASCE 7-36) Riskcategory II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Ir 20 psf Ground Snow 5 30 psf BKY of Wind Load (component and Cladding) V 107 mph u Exposure C d References 2 NDS for Wood Construction �kMwuN9JFO �h Sincerely, 0058160 Vincent Mwumvaneza, P.E.+eiogpLt' EV Engineering, LLC Proiec[s@eyengineersnetcom EXP:10/31/2023 htto://www.eveneineersnet.com =. EV projects@evengineersnet.com ENGINEERS http://www.evengineersnet.com Wind Lead Conn. Risk Category= II Wind Speed(3s gust), V= mph ASCE 7-16 Figure 26.5-111 Exposure= Ke= 1.0 ASCE 7-16 Sec 26.8.2 Kt=- ASCE 7-16 Table 26.30-1 Ka= 0.85 ASCE 7-16 Table 26.6-1 Ke= 1.00 ASCE 7-16 Table 26.9-1 qh= 0.00256K,KnKsK,V2= 21.14 psf Pitch= Degrees ye= Conservatively assuming all exposed V,= conservatively assuming 10 ft' effective area 276-220-0064 undift v.' Unefx el Z«aNxr, 2n1 r°nel3el baud3d GCp FI&30-3-3 -1.1 -1 -1 -1.0 Eq. 29.4-7 P=gh(GCe)(yd(Ya1= -27.90 -50.73 -50.73 -60.88 GGp 0.5 Figure 30.3-2 P=gh(GCn)(yd(va)= 12.68 Equation 29.4-7 Rafter Attachments: 0.60g0.6W fCD=1.63 Connection Check Attachement Max. Spacing- pacing= k 5/16" _ 5/16"lag Scr IMM2661bs/in Table 12.2A -NDS Lag Screw Penetration 2.5 in DFLAssumed Prying Coefficient 1.4 Allowable Capacity= 760 lbs Zone Trib Width Area lft) Uplift (lbs) Down(Ibs) ab'� Zone(2,U) 6 16.5 229.4 194.1 xane(2r, 2n) 6 16.5 399.0 194.1 u zwwN3e) 6 16.5 399.0 194.1 Zonel3d 6 16.5 474.3 194.1 Conservative Mai 474.3 < 760 CONNECTION IS OR 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. =. EV projects@evengineersnet.com � ENGINEERS http://www.evengineersnetcom Max Length, L= Tributary Width, Wt= 24 in Dr= 10 psf 20 pit PVDL= 3 psf 6 plf Load Case: DL+0.75(0.6W+$ 0.75(Pnet+Ps)+Pecos(())+Pn 96 of pg= 30 psf Ce= 0.9 1507 lb -ft > 1386 holt OK Ct= 1.1 K, 1,= 1.0 75 of pt= 21 psf Pimm. = 30.0 psf P, = 30 psf C5= 0.9 52 pK Max Length, L= Tributary Width, Wt= 24 in Dr= 10 psf 20 pit PVDL= 3 psf 6 plf Load Case: DL+0.75(0.6W+$ 0.75(Pnet+Ps)+Pecos(())+Pn 96 of M&m= 138616 -ft Mallowable=Sx x Fb'jwindj= 1507 lb -ft > 1386 holt OK Load Case: DL+S K, Ps+Pecos(e)+Pn 75 of Mft"= 10]916 -ft Mallowable=Sx x Fb'jwindj= 108316 -ft > 1079 holt OK Load Can: DL+0.6W 1.3 Pnet+Pe.,cos(B)+Pn 71.4 of Max Moment, M,=wL/8= 1031 lb -ft Mallowable = Sx x Fb'(wind)= 1507 lb -ft> 1031 lb -ft OK N max Shear= 194.1lbs Shear, V,wU2+PV Point Load= 334 lbs Max Shear, V,=wt/2+Pv Point Load = 516 lb 276-220-0064 2X6 Design Value CL C, C, C, K, t d Adjusted Value Fe = 1000 psi 1.0 1.3 1.0 1.15 2.54 0.85 0.8 1495 psi F,= 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi E= 1700000 psi WA I N/A 1 1.0 N/A I N/A N/A N/A 1700000 psi Em,n= 620000 psi N/A I N/A 1 1.0 N/A 1 1.76 0.85 N/A 620000 psi Oeptn, o= b.5 in Width, b= 1.5 in Cro55-Sectonal Area, A= 8.25 in' Moment of Inertia, l„= 20,7969 in Section Modulus, S„= 7.5625 in' Allowable Moment, M„i=Fe S„= 942.2 lb -ft Allowable Shear, V,,,=2/3F,.'A= 990.0 lb DCC=M„/M,,,= 0.91 <1 projects@evengineersnet.com 276-220.0064 ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 1 10 psf ss or Roof with Pv 9.g% Dpv and Racking 3 pot Average Total Dead lead 10.3 psf 1 Increase in Dead Load 1.5%OK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans - ANGEIA KALEN. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this Structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. =. EV projects@evengineerine.com ENGINEERS http://www.evengineersnet.com 12/2]/2021 RE: Structural Certification for Installation of Residential Solar ANGELA KALEN:3824 WRIGHT ST, WHEAT RIDGE, CO 80033 Attn: To Whom It May Concern 276-220-0064 This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. From the field observation report, the roof is made of Composite shingle roofing over roof plywood supported by 2X6 Rafters at 24 inches. The slope of the roof was approximated to be 18 degrees and the allowable maximum chord span is 10.75 feet between supports. After review and based on our structural capacity calculation, the existing roof framing has been determined to be adequate to support the Imposed loads without structural upgrades. Contractor shall verify that existing framing is consistent with the described above before install. Should they find any discrepancies, a written approval from SEOR is mandatory before proceeding with install. Capacity calculations were done in accordance with applicable building codes. Design Criteria Code 2018 International Residential Code (ASCE 7-16) Risk cateeory II Wind Load (component and Cladding) Roof Dead Load Dr 10 psf V 107 mph PV Dead Load DPV 3 psf Exposure C Roof live Load Ir 20 psf Ground Snow $ 30 psf If you have any questions on the above, please do not hesitate to call. eYp00 (ICFN Sincerely, Vo M'a May FO �4 005618< Vincent Mwu a, P.E. EEngineering, LLC boy, nvn !rv` Prolects@eyengineersnetcom NSIPe4LL ' htto://www.eyengineersnet.com EXP:10/31/2023 =- EV projects@evengineersnetcom 276-220-0064 � ENGINEERS http://www.eveng[neersnet.com Structural Letter for PV Installation Date: 12/27/2021 Job Address: SIT ST WHEAT RIDGE, CO 8803 AM Job Name: ANGELA KALEN Scope of Work This Letter is for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Table of Content Sheet Cover Attachment checks Snow and Roof Framing Check Seismic Check and Scope of work Engineering Calculations Summary Code 2018 International Residential Code (ASCE 7-36) Riskcateeory II Roof Dead Load Dr 10 psf PV Dead Load DPV 3 psf Roof Live Load Ir 20 psf Ground Snow 5 30 psf Wind Load (component and Cladding) V 107 mph Exposure C References 2 NDS for Wood Construction �kewuN9JFO Sincerely, OOS8160 �h Vincent Mwumvaneza, P.E.+eiogpLt' EV Engineering, LLC Proiec[s@eyengineersnetcom EXP:10/31/2023 htto://www.eveneineersnet.com 4'r =. EV projects@evengineersnet.com 276-220-0064 ENGINEERS http://www.evengineersnet.com Wind Lead Cont. Risk Category= II Wind Speed(3s gust), V= mph ASCE 7-16 Figure 26.5-111 Exposure= Ke= 1.0 ASCE 7-16 Sec 26.8.2 Kt=- ASCE 7-16 Table 26.30-1 Ka= 0.85 ASCE 7-16 Table 26.6-1 Ke= 1.00 ASCE 7-16 Table 26.9-1 qh= 0.00256K,KnKsK,V2= 21.14 psf Pitch= Degrees Ve= Conservatively assuming all exposed V,= conservatively assuming 10 ft' effective area INv.' Unefxu) Z«aNxr, 2n1 r°nel3el baud3d FI&GCp 30-3-3 -1.1 -1 -1 -1.0 Eq. 29.4-7 P=gh(GC,)(v.)(va1= -27.90 -50.73 -50.73 -60.88 GGp 0.5 Figure 30.3-2 P=gh(GCn)(vd(va)= 12.68 Equation 29.4-7 Rafter Attachments: 0.60g0.6W fCD=1.6 Connection Check Attachement maxspacing- pacing= k 5/16" _ 5/16"lag Scr IMM2661bs/in Table 12.2A -NDS Lag Screw Penetration 2.5 in DFLAssumed Prying Coefficient 1.4 Allowable Capacity= 76016s Zone Trib Width Area lft) Uplift (lbs) Down(Ibs) Zone(2,U) 6 16.5 229.4 194.1 xane(2r, 2n) 6 16.5 399.0 194.1 zwwN3e) 6 16.5 399.0 194.1 Zonel3d 6 16.5 474.3 194.1 Canservative Mai 474.3 < 760 CONNECTION IS OR 1. Pv seismic dead weight is negligible to result in significant seismic uplift, therefore the wind uplift governs 2. Embedment is measured from the top of the framing member to the tapered tip of a lag screw. Embedment in sheading or other material does not count. 2/iMV =. EV projects@evengineersnet.com � ENGINEERS http://www.evengineersnetcom 276-220-0064 pg= 30 psf Design Ce= 0.9 CL Ct= 1.1 C, 1,= 1.0 K, pt= 21 psf d Pimm. = 30.0 psf Fe = P, = 30 psf C5= 0.9 52 pK Max Length, L= 1.3 Tributary Width, Wt= 24 in Dr= 10 psf 20 pit PVDL= 3 psf 6 plf Load Case: DL+0.75(0.6W+5) 180 0.75(Pnet+Ps)+Pecos(())+Pn 96 of M&m= 138616 -ft Mallowable=Sx x Fb'jwindj= 1507 lb -ft > 1386 holt OK Load Case: DL+S 0.8 Ps+Pecos(e)+Pn 75 of Mft"= 10]916 -ft Mallowable=Sx x Fb'jwindj= 108316 -ft > 10791b -ft OK Load Can: DL+0.6W N/A I Pnet+Pe.,cos(B)+Pn 21.4 of Max Moment, M,=wL/8= 1031 lb -ft 1700000 psi Em,n= Mallowable = Sx x Fb'(wind)= 1507 lb -ft> 1031 lb -ft OK N/A I N/A N max Shear= 194.1lbs u Shear, V,wU2+PV Point Load= 334 lbs Max Shear, V,=wt/2+Pv Point Load = 516 lb 2X6 Design Value CL C, C, C, K, t d Adjusted Value Fe = 1000 psi 1.0 1.3 1.0 1.15 2.54 0.85 0.8 1495 psi F,= 180 psi N/A N/A 1.0 N/A 2.88 0.75 0.8 180 psi E= 1700000 psi WA I N/A 1 1.0 N/A I N/A N/A N/A 1700000 psi Em,n= 620000 psi N/A I N/A 1 1.0 N/A 1 1.76 0.85 N/A 620000 psi Oeptn, o= b.5 in Width, b= 1.5 in Cro55-Sectonal Area, A= 8.25 in' Moment of Inertia, l„= 20,7969 in Section Modulus, S„= 7.5625 in' Allowable Moment, M„i=Fe S„= 942.2 lb -ft Allowable Shear, V,,,=2/3F,.'A= 990.0 lb DCC=M„/M,,,= 0.91 <1 projects@evengineersnet.com 276-220.0064 ENGINEERS http://www.evengineersnet.com Siesmic Loads Check Roof Dead Load 1 10 psf ss or Roof with Pv 9.g% Dpv and Racking 3 pot Average Total Dead lead 10.3 psf 1 Increase in Dead Load 1.5%OK The increase in seismic Dead weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. We have based our structural capacity determination on information in pictures and a drawing set titled PV plans - ANGEIA KALEN. The analysis was according to applicable building codes, professional engineering and design experience, opinions and judgments. The calculations produced for this Structure's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural analysis standards and procedures. INSPECTION RECORD OCCUDanCVTVD@ 'ZINSPECTION 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. �r r i l 8 INSOECTOR 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. NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall he Mid -Roof Electrical Service Rough; Electric Rough Plumbing Gas Piping Rough_ Mechanical `ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING'S Framing' Insulation Drywall :Screw FINALS Electrical'. Plumbing Mechanical Roof �g 1 Building Final Fire Department ROW &`.Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ** NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION:DOES NOT CONSTITUTE AUTHORIZATION OF.A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: t Job Address: kJ,- ,rz f 15� Permit Number: ❑ No one available for inspection: Time /,Q Y, AM PM Re- Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: - —! — 1) Inspector, DO NOT REMOVE THIS NOTICE .`" 1 City of Wheat Ridge Residential Roofing PERMIT - 101184' PERMIT NO: 101184': ISSUED: 05/11/2010 JOB ADDRESS: 3824 WRIGHT ST- EXPIRES: 11/07/2010 DESCRIPTION: Reroof '. 30 sqs * ** CONTACTS * ** owner 303/478-3550 Nelson Hendrickson.' sub 719/659-9101 Loren McCool 09 -0124 Prep Rite Coatings '& Contracti *.* PARPRT,:?TNFn *.* E CODE: UA USE: "UA DIVISION: 0120 'BLOCK /LOT #: 0./ FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 10,230.00 FEES rmit Fee > '253.90 =a1 Valuation .00 s .Tax 184.14 CD� r a TOTAL ** 438.04 7 3itions:'. ails per shingle :is required. Ice dam membrane is requ from eave edge to Lnside exterior walls. Board sheathing with any gap greater than 1/2 lures panel sheathing overlay on entire roof. Sheathing inspection is sired prior to covering. .:Midroofinspection is not required on permits ;hased after 4/18/10. Contractor: shall provide :ladder for inspections.': =_duled inspections that cannot be performed due to inclement weather must be :elled prior to 8 :30 a.m. on the day of 'inspection or a re inspection ;fee Labe assessed. reby certify: that the setback distances proposed by this permit application' are accurate, and do not violate applicable nances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions; of record; that all s permit. Plans // subject to field inspection. an approv y violation of the provisions of the building codes or any other ordinance, law;; rule or regulation. Al 1.: plan r is subject to field inspections. Signature cy Chief. Building; Official :date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST: BE MADE BY 3PMANY BUSINESS )DAY FOR ?INSPECTION THE FOLLOWING BUSINESS DAY.' City of W he t l� dge Date: Plan # Building & Inspection Services D!V(SIOR Permit# 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303- 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application A , - -J?) U(J1 f `tit s. Property Owner (please print) ai�Q AJ Gi LX n Z1 Q] AI Phone :-?().?- Mailing Address: (if different than property address) Address: City, State, Zip. Contractors City License M 0 9CD l2 V Phone: 30 ° 45 � S Sub'Cotltraetors; Electrical Plumbing: Mechanical: City License # City License # City License # DESC 1NR)Mf3 // //,, �`/s,P)w t ,5-1, Contract va"'e- L 2 2 0, Review Fee (due at time ofsrbindal): Squares GallonsAmps Sq Ft ORWNER(CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions ofnxord; 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. CLRCLEONE: (OWNER) (CONTRACTOR)or (AUTHORIEEDREPRESENTATTYE) of (OWNER) (CONTRACTOR) PPJNTNAAIE- SIGNATURE- DATE: Bldg Valuation: $ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11267 BUILDING INSPECTION LINE - 303 234-5933 CITY OF WHEAT RIDGE Date : 10/3/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3824 WRIGHT ST Phone : 431-2714 Contractor License No. : 19312 Company : Deer Creek Plumbing Phone : 697 5583 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMEN7 1 hereby certify that the setback distances proposed by this permit application are accurete, and do not violate appiicable ordinances, rules or regula6ons of the City of Wheat Ritlge or wvenants, 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 wilh the Wheat Ridge Building Code (U.B.C.) and all other appliwble Wheat i~idge ordmances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : INSTALL 50 GAL WATER HEATER Construction Value : $300.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $4.50 Total: $28.00 Use: Electrical License No : Company : Piumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This permlt was issuetl in accortlance with the provisions sM forlh in Xopur applicetlon antl is supject ta the laws of the State of Coloiado and to the Zoning Repulations antl Buildin0 CoOe of Wheat Ritlge, Colorado or any other applicable ortlinances of the Ciry. (2) Th is permit shall expire rf(A) the work authorizetl is not commenced wkhin siMy (80) tlays from issue date or (6) the Duilding authonzed Is suspended or abandoned tor a penod ot 720 tlays. (3) If this permit erzpires, a new pertnR maY be acquired for a fee of one-half the amount normally requiretl, provitletl no changes have been or will be matle in Me original plans and specifcations and any suspension or abantlonment has not exceetled or~e (1) year. If changes are made or if suspension or abantlonment ' exceetls one (1) year, full fees shall be paid for a new permit. (4) No woAc of any manner shall be tlone Mat will change the nalurel flow of water causing a tl2inage Problem. -four (24) hours in atlvance for all inspecUOns and shall receive wriften approval on inspection card before (5) Coniractor shall notiry Me Building Inspectar twenty procee0iing with successrve phases of the ob. (e) The issuance of a permit or the approval o~drawings antl specifica6ons shall not be consWed to be a pertnR for, nor an approval of, any viola6on of the provisions of Me ~ng co0es gysny other ordinance, law, rule or regulatlon. . DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N Property Owner : Uw-q.,~0.~ Property Address : Phone : Contractor License No. : lj 3 i-a Company : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND (00S1, S(, tlt+ ~ I hercby certHy that the setback distances proposed by this pertnit applieation are eaurate, and do not violate appliwbie ordinances, rvlea or rcgulationa of the City of Wheat Ridge or eovenants, eesements or resMetions of rocord; that ell measurements ahown, and allegatlons made aro accurota; that I have road and agrce to abide by all conditions printed on Mis appliestion, and that I assume full responsibility for complunea with the Wheat Ridge 8uilding Code (U.B.C.) and all other epplicable Wheat Ridge ordinances, for woAc under dlis permil. (OWNER)(CONTRAC70R) SIGNED ~~4-~~~ATE "~w Descdptfon: ~c'\~~t-v g.4 _ uv-E-E Construction Value : Permit Fee : Use Tax : Total : (SZa( i _ ~5593 Use Phone BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : Approval: Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: Roof : Stories Plumbing License No : L013 [ a Residential Units : Mechanical License-No : Company : f,~Oc.,r-. C_r eg_kc q7ii~ Company : Expiration Date Expiration Date : Approval: Approval: (1) +s pernit was issued in CoE ~e a en lNheeRIE C~~0o or aneraur aOPliwtlon aM Is aup' t to Me lewe W tM StaM W CobraOO and to Ms 7.oirinq Rep~tbns and BWIEMq qe, olon y othpplinDla qdinsnces W tha Ciry. (2) m~i ~ ro iihall ezplrc B U) aultanzetl la ral commenx0 within ebty (80) tlays M1om bsua OeM or (B) ths OuNding auUwrizetl is suapended or perioe a +za arya. IX expircs, a new pemmt msy De acqWred for a tee of one-haH Ihe emount n ortnaly requireE, qo~rided no Uenges have Deen or wi11 De made M ens aiM speeMUtlons enE a'ry suspensbn a aDanEOnmeM naa nd exceeEeA one (t) year. 11 Uarpea ue mfOa a N suspensbn or ~bentlorment na (t) year, lull fsea ahell be p~itl 1or a new permiL (4) f arry mannar ansA w tlone Mat wlil tlianpe Me naNnl naw ot warer cauaiip e eninege pmdem. (5) r shaN notlly Ma BuMMrq Insoeetor 0vmty-bur (21) houro in a0vance ror ell inape~tlona entl a~all roteNe wNQen approvel on inepecGOn mrd DeMra pnuas ol Me qb. (6) nte of e permH Of p wiM su«sssNeiha ~ppfoval W Envanpa and apedficauons ahan nM be conew~W ro De a pemvt 1or. nor an ~pproval ol, arry vbiation M Me pwlabns tllnq mOes a afry oMar ddinallCe. Isw, rule a repulahon. Chief Building inspector O ~