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HomeMy WebLinkAbout10870 W. 39th Avenuei-� Q) w 3 � T� A 4-- -#-- 20 f -?C) FOUNDATION ENGINEERING, PLC January 30, 2018 Paul Sutton Peak Structural, Inc 707 County Line Rd Palmer Lake, CO 80133 RE: Final Approval for 10870 39th Avenue, Wheatridge, CO 80033 Dear Mr. Sutton: This letter confirms that five wall braces, and associated work on the above referenced site were properly installed in accordance with the engineering drawings for this project dated November 3, 2017 and will be suitable to support design loads. This foundation repair complies with current codes and supplements. No other inspections or aspects of construction are covered under this inspection. I appreciate this opportunity to serve you. Please do not hesitate to contact me if you have any questions. Sincerely, Michael F. Sullivan, P.E. Principal Colorado Office: 60017t' St Suite 2800 South, Denver, CO 80202 (888)258-6111 phone Vermont Office: 4 Carmichael Street Suite 111, #105, Essex Junction, VT 05452 web: feplc.com, email: infoPfeplc.com Page 1 of 1 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: t" F 1 Job Address: 10MO 361 71f 6VF Permit Number: 7,0 r —7 0 RA S P02 1E ❑ No one available for inspection: Time AKVPM Re -Inspection required: Yes N When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usrnspection Date: IS17_p2c) Inspector: /:ZL DO NOT REMOVE THIS OTICE � a i CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ; ❑ No one available for inspection: Timl -, rAM>PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.usrnspection- -- - DO NOT REMOVE THIS NOTICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Solar PERMIT - 202000210 202000210 ISSUED: 01/31/2020 10870 W 39th Ave EXPIRES: 01/30/2021 Installing roof -mount, flush mount, grid tied, 3.575, kW solar PV. *** CONTACTS *** OWNER (303)905-5263 TRENGROVE ALI SUB (303)577-9628 ANDY NYMAN 070159 SUNRUN INSTALLATION SRVS. 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: 6,792.00 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applica le building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further att t that I a ' egally authorized to include all entities named within this document as parties to the work to be pe, fo med and tha w�rntb erformed 's disclosed in this document and/or its° accompanying approved plans and specifications. Si nature of O NER r _Ij-(Circle one) to I , This permit was issued baseod- n f e information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans 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 originalpenmtt fee. 3. If this permit expires, a new pen -nit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of an 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 appl al Y code or anypidinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chiff Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of. Wheat fki&e COMMUNrll, Dr.vEl,01'MFNT Building & Inspection Services 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits ci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # aa0 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10870 W 39th Ave Wheat Ridge CO 80033 Property Owner (please print): Ali Trengrove Phone: 303-905-5263 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: State, Zip: Architect/Engineer E-mail: Contractor Name: Sunrun Installation Services City of Wheat Ridge License #: 070159 Phone: Phone: 303-577-9628 Contractor E-mail Address:-colorado.permitting@sunrunhome.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Thomas M. Brook Phone: 720-537-0235 CONTACT EMAIL(p/ease print): thomas.brook@sunrun.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ® RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Roof -mount, flush mount, grid -tied 3.575 kW Solar PV Sq. FULF BTUs Gallons Amps Squares For Solar: 3.575 Kw 11 # of Panels no Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) It 6792 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): — N. l32961,4i DATE: 01/27/2020 Printed Name: Thomas M. Brook ZONING COMMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: a,sunrun Structural Calculations for the All Tren4ove Residence PV Installation Date: Job Address: Job Number: Scope of Work 1/23/2020 10870 W 39Th Ave Wheat Ridge, CO, 80033 50111-870TREN These calculations are 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. Calculation Index Sheet Description 2 Structural Geometry, Live Load, Snow Load, Wind Load, & Dead Load 3 Roof (1) Framing Check 4 Roof Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 IBC/IEBC/IRC, ASCE 7-10, and 2012 NDS Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 105 mph PV Dead Load: DPV = 3.0 psf o�o�PMo s,cF G• ��¢ SpG � t 47PP5 /0NAI �. Exp. = C Digitally Signed: 01/23/20 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 *26 _u__do 0 MECHNICAL SPECIFICATIONFormat 66 3 in x 39 4 in x 126 in (includin _ from-) _ -__.. - 98.69' (9mmm) 4.am.m,9po o17P(4.6mq +fid• Am a�a� 4. Mp N tl (DUA) 9. omFe9a Ii4 +I F -129•(32m) MALA ob.3o� 9.m6• (245mm)I � Io.336• (Bb mm) ELECTRICAL CHARACTERISTICS POWER CLASS 9 (1885 mm x 1000 mm x 32 mm) We39ht 41.2lbs(18.7kg)� FranB Cove- 0.13 in (3.2 mm) thermally pre -stressed glass with TeerPa€etu CoeTfiolant of i,� anti -reflection technology Pack Cover Composite film +6W/-OW) Black anodized aluminum Cela 6 x 20 monocrystalline Q.ANTUM solar half cells Junction Box 2.09-3.98in x 1.26-2.36 in x 0.59-0.71in 320 (53-101mm x 32-60 mm x 15-18 mm), IP67, with bypass diodes Cabin 4mm2Solarcable;(+)>-43.31n(1100mm),(-)143.3in(1100mm) nnsofor Staubli MC4, Hanwha Q CELLS HQC4, Amphenol UTX, _325 10.10 Renhe 05-6, Tongling TL-CableOlS, JMTHY JM601; IP68 or Voc [V] Friends PV2e; IP67 - 98.69' (9mmm) 4.am.m,9po o17P(4.6mq +fid• Am a�a� 4. Mp N tl (DUA) 9. omFe9a Ii4 +I F -129•(32m) MALA ob.3o� 9.m6• (245mm)I � Io.336• (Bb mm) ELECTRICAL CHARACTERISTICS POWER CLASS 316 320 326 _ MINIMUM PERFORMANCE AT STANDARD TEST CC NDITIONS, TeerPa€etu CoeTfiolant of i,� a [%/K] +0.04 � STC1 (POWER TOLERANCE +6W/-OW) Temperature Coefficient of Py;-, Pr�aaratx P' PMPP IWI 315_ 320 Sh t;.,c it Curr nfl ylsc [A] _ 9.99 _ 10.044 _325 10.10 Cpcn t °rcuiE Volt ga' Voc [V] 39.84 40.10 40.36 ��- Curran:.== N7PP IMPP [A] 9.51 9.58 9.61 VItega at viPF VMPP IV] 33.14 33.47 33.81 EffPctancyL II 218.7 219.0 219.3 �+iENIMUt,4 P F. FORMANC,EATNO�R AAI-OPFRATlfy ° CONCH -IONS, NMOT, n_ C (IEC)/TYPE 2 (UL) _ _. _ PcawtraPC�?P` PMPP IWI 235.9 239.6 243.4 C sc IA] 8.05 8.09 8.14 Open Circuit Voltage VM [V] 3756 37.81 �- -6 38.06 Current at MPP IMPP [A] 7.48 7.52 757 Voltage at Mop VMPP [V) 31.53 � - 31.85 32.17 'Measurement tolerances PMw t3%;13�; V� t5% at STC:1000 W/m2, 25t 2 °C, AM 1.5 according to IEC 60904-3.2800 W/m2, NMOT, spectrum AM 1.5 O CELLS PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE c°k nm � noien p�oma� mecp� x 2o1a �e a s.pmner xn� At least 98% of nominal power during first year. Thereafter max. 0.54% degradation per year. At least 93.1% of nominal power up to 10 years. At least 85% of nominal power up to 25 years. All data within measurement toleranc- es. Full warranties in accordance with the warranty terms of the Q CELLS sales organisation of your respective country. -- i3 1 � i i w zoo 40o 099 Bao loop iarsotMzrr� Typical module performance under low irradiance conditions in comparison to STC conditions (25"C,1000 W/M2) 3744•(M6 ) 396•(0 -) 330 330 10.15 40.62 9.67 34.14 219.6 247.1 8.18 38.31 7.81 32.48 Z 0 0 TEMPERATURE COEFFICIENTS ___-._._ ..W.W,. �.�... .�.... �.........- �..„ $ 0 TeerPa€etu CoeTfiolant of i,� a [%/K] +0.04 � Temper'urs Coefficient of Ver [%/K] _0.27 Temperature Coefficient of Py;-, Y [%/KI -0.35 - N.rrralMod-le CiperafingTemperaturs NMOT _ [°F] 109±5A (43±3,q o PROPERTIES FOR SYSTEM DESIGN Q lssims;inaum System Vo tegu Vsrr ._. IV] ..w__ _....... . _ 1000 (IEC)/1000 (UL) : afet Ce ?�5 II < a MaximumSeriesFina Rs g [A DCI .�.._m _ 20 a Fire Reting rasa' or ANSI IUL 70 n_ C (IEC)/TYPE 2 (UL) o j Max. Designload,Push, uf,' [lbs/ft2] _��­ _7b (3600 Pa)/55 (2687 Pa) Permitted Module psrs*ure -40'Fupto+185°F u Max, Test Load, FusF/Pull' [lbs/ft2] 113(5400Pa)/84(4000Pa) o CantincFoe fury (-40'Cupto+85°C) 'See Installation Manuel d QUAL ilT-ICATIONS AND CERTflCATES UL 1703, VIDE Quality Tested, CE -compliant, IEC 61215:2016, IEC 61730:2016, Number of par Pellet Application Class 11, U.S. Patent No. 9,893,215 (solar cells) - - -- �Nurnbar cl Pe€etsp,er53 TrraSler CE ��® Nun bar of Pallets par 4C? HC-Contelner UVE cd,,,,us �P Het UlMenCons (L Wim;;) 69.3x45.3x46.9in P11101 Weight Note: Installation instructions must be followed. See the installation and operating manual or contact our technical service department for further information on apl of this product. Hanwhe O CELLS America Inc. 400 Spectrum Center Drive, Suite 1400, Irvine, CA 92618, USA 1 i. +194974859961"1:' " i. inquiry@us.q-cells.coml''-F�www.q-cells.us of 32 ° � P ~be( kg - tion and use powered by .� DVD ZA. PEP 315 - RAM THE IDEAL SOLUTION FOR: Rooftop arrays on Rooftop arrays on residential buildings te� commercial and industrial buildings Engineered in Germany EUPD RESEARCH �� V ©� f A�PIp TECHNOI •P BRAND PV MODULES ✓HOT-S-TPRgTfl (H9q �TRACGRLEgURL' (rpnA'q ✓MRI INTECHNq 00 2587 an Q.ANTUM TECHNOLOGY: LOW LEVELISED COST OF ELECTRICIT i' Higher yield per surface area, lower BOS costs, higher power classes, and an efficiency rate of up to 19.9%. INNOVATIVE ALL-WEATHER TECHNOLOGY �r) Optimal yields, whatever the weather with excellent C�J low -light and temperature behaviour. ENDURING HIGH PERFORMANCE Long-term yield security with Anti LID Technology, Anti PID ,a Technology', Hot -Spot Protect and Traceable Quality Tra.QM. EXTREME WEATHER RATING High-tech aluminium alloy frame, certified for high snow (5400 Pa) and wind loads (4000 Pa). A RELIABLE INVESTMENT Inclusive 12 -year product warranty and 25 -year linear performance warrantyz. STATE OF THE ART MODULE TECHNOLOGY Q.ANTUM DUO combines cutting edge cell separation and innovative wiring with Q.ANTUM Technology. R APT test conditions according to IEC/TS 62804-1:2015, method B (-1600V, 1 h t See data sheet on rear for further information. r O woeak'ioge - CELLS Enphase IQ 7 and IQ 7+ Microinverters 1.08 kg (2.38 lbs) INPUT DATA (DC) IQ7-60-2-US IQ7PLUS-72-2-US Commonly used module pairings' 235W -350W+ 235W -440W+ Module compatibility 60 -cell PV modules only 60 -cell and 72 -cell PV modules Maximum input DC voltage 48V 60V Peak power tracking voltage 27V -37V 27V -45V Operating range 16 V -48 V 16V -60V Min/Max start voltage 22V/48V 22V/60V Max DC short circuit current (module Isc) 15 A 15A Overvoltage class DC port II II DC port backfeed current 0 A 0 A PV array configuration 1 x 1 ungrounded array; No additional DC side protection required; and DC conductors, when installed according manufacturer's instructions. AC side protection requires max 20A per branch circuit OUTPUT DATA (AC) IQ 7 Microinverter IQ 7+ Microinverter Peak output power 250 VA 295 VA Maximum continuous output power 240 VA 290 VA Nominal (L -L) voltage/range2 240 V / 208V/ 240V/ 208V/ 211-264 V 183-229 V 211-264 V 183-229 V Maximum continuous output current 1.0 A (240 V) 1.15 A (208 V) 1.21 A (240 V) 1.39 A (208 V) Nominal frequency 60 Hz 60 Hz Extended frequency range 47 - 68 Hz 47 - 68 Hz AC short circuit fault current over 3 cycles 5.8 Arms 5.8 Arms Maximum units per 20 A (L -L) branch circuit' 16 (240 VAC) 13 (208 VAC) 13 (240 VAC) 11 (208 VAC) Overvoltage class AC port III III AC port backfeed current 0 A 0 A Power factor setting 1.0 1.0 Power factor (adjustable) 0.85 leading ... 0.85 lagging 0.85 leading ... 0.85 lagging EFFICIENCY @240 V @208 V @240 V @208 V Peak efficiency 97.6% 97.6% 97.5% 97.3��" CEC weighted efficiency 97.0% 97.0% 97.0% 97.0% MECHANICAL DATA __ �� �� Ambient temperature range -40°C to +65°C Relative humidity range 4`M to 100% (condensing) Connector type (IQ7-60-2-US & IQ7PLUS 72 -2 -US) MC4 (or Amphenol H4 UTX with additional Q -DCC -S adapter) Dimensions (WxHxD) 212 mm x 175 mm x 30.2 mm (without bracket) Weight 1.08 kg (2.38 lbs) Cooling Natural convection - No fans Approved for wet locations Yes Pollution degree PD3 Enclosure Class II double -insulated, corrosion resistant polymeric enclosure Environmental category / UV exposure rating NEMA Type 6 / outdoor FEATURES Communication Power Line Communication (PLC) Monitoring Enlighten Manager and MyEnlighten monitoring options. Both options require installation of an Enphase IQ Envoy. Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load -break disconnect required by NEC 690. Compliance CA Rule 21 (UL 1741 -SA) UL 62109-1, UL1741/IEEE1547, FCC Part 15 Class B, ICES -0003 Class 8, CAN/CSA-C22.2 N0. 107.1-01 This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC -2014 and NEC -2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems, for AC and DC conductors, when installed according manufacturer's instructions. 1. No enforced DC/AC ratio, See the compatibility calculator at ht av enpha" eom emus/cugnor �moduie-ecm ati6 li , 2. Nominal voltage range can be extended beyond nominal if required by the utility, 3. Limits may very. Refer to local requirements to define the number of microinverters per branch in your area. To learn more about Enphase offerings, visit enphase.com V 2019 Enphase E=nergy. All rights reserved. All widernarks or b(Ands used are the property of Enphase Energy, Inc. 2®19--26 Nu ,. ENPHASE. Data Sheet Enphase Microinverters Region: AMERICAS Enphase IQ 7 and IQ 7+ Microinverters The high-powered smart grid -ready Enphase IQ 7 Micrc' 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 -cell and 72 -cell* modules • More than a million hours of testing • Class II double -insulated enclosure • UL listed Smart Grid Ready • Complies with advanced grid support, voltage and frequency ride -through requirements G'�o e • Remotely updates to respond to changig grid requirements • Configurable for varying grid profiles • Meets CA Rule 21 (UL 1741 -SA) �S t The IQ 7+ Micro is required to support 72 -cell modules. U` ENPHASE• To learn more about Enphase offerings, visit snphssaaom - Enphase IQ Combiner 3C MODEL NUMBER IQ Combiner 3C X-IQ-AM1-240-3C IQ Combiner 3C with Enphase IQ Envoy' printed circuit board for integrated revenue grade PV production metering (ANSI C12.20 +/- 0.5%) and optional* consumption monitoring (+/- 2.5%). Includes Enphase Mobile Connect LTE -M cell modem and 5 -year data plan. A Plug -and -play industrial -grade cellular modem with data plan for systems up to 60 microinverters. (Available in the US, Canada, Mexico, Puerto Rico, and the US Virgin Islands, where there is adequate cellular service in the installation area.) ACCESSORIES and REPLACEMENT PARTS (not included, order separately) Consumption Monitoring* CT CT -200 -SPLIT Split core current transformers enable whole home consumption metering (+/- 2.5%). Circuit Breakers Supports Eaton BR210, BR215, BR220, BR230, BR240, BR250, and BR260 circuit breakers. BRK-10A-2-240 Circuit breaker, 2 pole, 10A, Eaton BR210 BRK-15A-2-240 Circuit breaker, 2 pole, 15A, Eaton BR215 BRK-20A-2P-240 Circuit breaker, 2 pole, 20A, Eaton BR220 EPLC-01 Power line carrier (communication bridge pair), quantity 2 XA-PLUG-120-3 Accessory receptacle for Power Line Carrier in IQ Combiner 3C (required for EPLC-01) XA-ENV-PCBA-3 Replacement IQ Envoy printed circuit board (PCB) for Combiner 3C ELECTRICAL SPECIFICATIONS Rating System voltage Eaton BR series busbar rating Max. continuous current rating (output to grid) Max. fuse/circuit rating (output) Branch circuits (solar and/or storage) Max. continuous current rating (input from PV) Max. total branch circuit breaker rating (input) Production Metering CT Continuous duty 120/240 VAC, 60 Hz 125 A 65A 90A Up to four 2 -pole Eaton BR series Distributed Generation (DG) breakers only (not included) 64A BOA of distributed generation / 90A with IQ Envoy breaker included 200 A solid core pre-installed and wired to IQ Envoy MECHANICAL DATA Dimensions (WxHxD) 37.5 x 49.5 x 16.8 cm (14.75'x 19.5"x 6.63"). Height is 21.06" (53.5 cm) with mounting brackets. Weight 7.5 kg (16.5 lbs) Ambient temperature range -40° C to +46° C (-400 to 115° F) Cooling Natural convection, plus heat shield Enclosure environmental rating Outdoor, NRTL-certified, NEMA type 3R, polycarbonate construction Wire sizes 20 A to 50 A breaker inputs: 14 to 4 AWG copper conductors • 60 A breaker branch input: 4 to 1/0 AWG copper conductors • Main lug combined output: 10 to 2/0 AWG copper conductors • Neutral and ground: 14 to 1/0 copper conductors Always follow local code requirements for conductor sizing. Altitude To 2000 meters (6,560 feet) INTERNET CONNECTION OPTIONS Integrated Wi-Fi 802.11b/g/n Ethernet Optional, 802.3, Cat5E (or Cat 6) UTP Ethernet cable (not included) Cellular Optional, CELLMODEM-01 (3G) or CELLMODEM-03 (4G) or CELLMODEM-M1 (4G based LTE -M) (not included) COMPLIANCE Compliance, Combiner UL 1741 CAN/CSA C22.2 No. 107.1 47 CFR, Part 15, Class B, ICES 003 Production metering: ANSI C12.20 accuracy class 0.5 (PV product!dW' Compliance, IQ Envoy UL 60601.1/CANCSA 22.2 No. 61010-1 ati¢ * Consumption monitoring is required for Enphase Storage Systems. To learn more about Enphase offerings, visit enphase.com 0 2019 Enphase Energy, All rights reserved- All tredernarks or brands in this document ®re registered by their respective owner- N IJ A�„` 2019-05=31 0 1, HASE• Data Sheet Enphase Networking Enphase IQ Combiner 3 (X-IQ-AM1-240-3C) U� LISTED To learn more about Enphase offerings, visit enphase.com The Enphase IQ Combiner 3C' 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 IQ Envoy for communication 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 NEMA type 311 enclosure • Five-year warranty • UL listed 01101 _ht ,d9e vD�v151or ENPHASE, Rafter Attachments: 0.6D+0.6W (Zone 21 Puplift = At X Pnet = 228 Ib Connector Uplift Capcity per SnapNRack Test Results = 604 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with Co = 1064 Ib Seismic Check: Address: 10870 W 39Th Ave Wheat Ridge, CO, 80033 4of4 > 228 OK Table 11.2A - NDS > 228 OK %increase = (Wtotal + Warray) / Wtotal = 18390 *100%-100% = 3.20% ** 17820 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 900 ft, Wpanel = 42 Ib Wroofexisting = 6300 lb NUmpanel = 11 Awallexisting = 960 ftZ Wpanel_tot = 462 Ib Wwallexisting = 11520 lb Wbos = 108 lb Wtotal = 17820 lb Warray = 570 lb %increase = (Wtotal + Warray) / Wtotal = 18390 *100%-100% = 3.20% ** 17820 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Roof (1) Framing_Check-. Address: 10870 W 39Th Ave Wheat Ridge, CO, 80033 3 of 4 Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 11.00 ft b = 1.5 in d = 5.50 in Moment of Inertia, Ix = 20.80 in' Section Modulus, Sx = 7.56 in Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.15 1.00 1.00 CL CF Cfu CI Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wpv = 3.30 ft PV Tributary Length, Lpv = 4.0 ft PV Tributary Area, At = 13.2 ft2 PV Dead Point Load, PD = Ppvx At = 37 Ib Roof Distributed Load, wDL = 13 plf Load Case: 0.6DL+0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x COS(e) = 113 Ib Mb(wind_up) = 172 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi xCr = 2476 psi Mallowable = Sx x Fb' (wind) = 1560 Ib -ft > 172 OK Load Case: DL+0.6W (CD = 1.61 Pdown = Pnet x At + PD x cos(6) = 164 Ib Mb(wind_down) = 703 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCl xCr = 2476 psi Mallowable = Sx X Fb' (wind) = 1560 Ib -ft > 703 OK Load Case: DL + 0.75(0.6W) + 0.75S ICD =1.6 Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 258 Ib Mb(wind_snow) = 1156 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2476 psi Mallowable = Sx x Fb' (snow) = 1560 Ib -ft > 1156 OK Load Case: DL + S (CD =1.15) 011 Ok Roof Snow Distributed Load, wSL = 42 plf g Psnow = Ps X At = 258 Ib Mb(snow) = 1071 Ib -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF xCfu XG xCr = 1779 psi arc j �i� vvv Mallowable = Sx X Fb' (snow) = 1121 Ib ft > 1071 •'51K , v 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Structrure Geomet Address: 10870 W 39Th Ave Wheat Ridge, CO, 80033 2 of 4 Mean Roof Height, N = 13 ft Eave Height, he = 8 ft Buiding Length, L = 30 ft Building Width, B = 30 ft Module Area = 20 ftZ Roof Pitch, 0 = 20 degrees Live Load: 1.00 Roof Live Load, Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, b = 1 Table 1.5-1 Thermal Factor, Cc = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, C: = 1.00 Figure 7-2c Flat Snow Load, Pf = 20.8 psf Equation 7.3-1 Sloped Roof Snow Loads, N = 20.8 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes Zone 3 (psf) Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.75 -10.28 Unbalanced Width = 6.34 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 36.29 psf Fig 7-5 Wind Load: P30.4 = .6 x qh x GCPzone = 9.60 Basic Wind Speed (3s -gust), V = 105.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Exposure Category = C 5/8 OSB Sheathing Sec 26.7.3 Topographic Factor, KzT = 1.00 1.0 Equation 26.8-1 Velocity Pressure, qh = 20.39 Misc. (Insulation, etc.) NO Equation 30.4-1 Edge Zone, a = 3.00 ft Figure 30.5-1 Uplift (0.6W) Zone 1 (psf) Zone 2 (asf) Zone 3 (psf) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4 = .6 x qh x GCPzone = -10.28 -18.96 -29.67 Equation 30.4-1 Downward (0.6W) GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4 = .6 x qh x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 3.0 psf Wood 5.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) NO PV System, Ppv 3.0 tR1 Total Roof DL= 10.0 psf I Total Wall DL= 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 S]I 1 \S�otti 1 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION PV-1.0 COVER SHEET • SYSTEM SIZE: 3575W DC, 2640W AC • MODULES: (11) HANWHA Q-CELLS: Q.PEAK DUO-G7 325 • INVERTER(S): • ALL WORK SHALL COMPLY WITH IBC 2012, MUNICIPAL CODE, AND ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. SOLAR MODULES SE SERVICE ENTRANCE PV-2.0 SITE PLAN PV-3.0 LAYOUT (11) ENPHASE ENERGY: IQ7-60-2-US • RACKING: SNAPNRACK RLU; RL UNIVERSAL, MOUNT KIT, SEE DETAIL SNR-DC-00369 • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. MP MAIN PANEL PV-3.1 MOUNTING DETAIL • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. SNR MOUNT SUB-PANEL SNR MOUNT &SKIRT R PV-4.0 ELECTRICAL D n%](� IIJJ lL�� :MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. LC PV LOAD CENTER ® CHIMNEY PV-5.0 SIGNAGE INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SM SUNRUN METER �. ATTIC VENT • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. FLUSH ATTIC VENT PM DEDICATED PV METER PVC PIPE VENT • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL, CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). METAL PIPE VENT INV INVERTER(S) • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. ts3i AC � AC DISCONNECTT-VENTS) � SATELLITE DISH • 10.1 AMPS MODULE SHORT CIRCUIT CURRENT. DC DC DISCONNECT(S) FIRE SETBACKS • 15.78 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). B COMBINER BOX HARDSCAPE 91 CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION F_ —1 INTERIOR EQUIPMENT — PL— PROPERTY LINE L J SHOWN AS DASHED SCALE: NTS Approval Notes: 1) Pv array system to have a sunrun A AMPERE grounding system installed per Part III of Article 250 AC ALTERNATING CURRENT per 2017 NEC Art.690.47(A) AFCI ARC FAULT CIRCUIT INTERRUPTER 2)lf LIFER ground is not avail provide or verify suppl. AZIM AZIMUTH VICINITY MAP ground rods per 2017 NEC Art.250.104(B) 3) Natural Gas piping to be bonded s per 2017 NEC Art.250.104(B). City of Wheaticc .e MUNITY DEV WPMENT APPRDVFD --��� COMP COMPOSITION DC DIRECT CURRENT (E) EXISTING EXT EXTERIOR FIRM FRAMING INT INTERIOR LBW LOAD BEARING WALL MAG MAGNETIC MSP MAIN SERVICE PANEL EC #7080, ME #30603 6040 PHONEWEST 91ST AVENUE, WESTMINSTER, C080031 PHONE 303.57726527 yf�os �1 U W52ndAve wwna�Ra � 4 3 �� _ CUSTOMER RESIDENCE: ALI TRENGROVE 10870 W 39TH AVE, WHEAT RIDGE, CO, 80033 W 44th Ave W4la,A., Reviewed for Code Compliance (N) NEW NTS NOT TO SCALE TEL. (303) 905-5263 OC ON CENTER APN #: 49054 10870 West 39th avenue ��c�� l . 2 L=am' L `-� ;._ `� PRE-FAB PRE-FABRICATED PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC NUM PROJECT NUMBER: PROJECT ECT TREN 1V 38th Hoe jWdcomduto My Of tht Af u �utVto coda or ��r32��dA�g 4:�>,�ro„�4-� Plans Exam~ oft onsslaHwotbeopefflni/ar,awOpp wW'a o'o7at4sn� i 'Om of ow b wav C0*o•alow /y vni vecuthortytoviokttoftan 1hrPMWS*- es otdmnaof dw CRyf Dow bt woAd TL TRANSFORMERLESS TYP TYPICAL V VOLTS W WATTS DESIGNER: (415) 580-6920 ex BRIAN CALDERON SHEET COVER SHEET REV NAME DATE COMMENTS REV: Al 1/22/2020 PAGE PV-1.0 Crown W aethAve Hill Park SITE PLAN - SCALE = 1/16" = V-0" FIF ol[EilAC ljSjaEP�J_ W 39TH AVE NOTE: MICRO -INVERTERS INSTALLED UNDER EACH MODULE IDENCE �Y AR -02 (N) ARRAY AR -01 :E Gly of edge ROOF ROOF FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MoD. DESIGN CRITERIA ROOF TYPE MOUNTING DETAIL HEIGHT EXPOSURE MATERIAL FRAME TYPE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR COMP SHINGLE - RLU RL UNIVERSAL, MOUNT KIT, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 8'- 7" 24" 3' 4' - 0" 2' - 0" HANWHA Q -CELLS: Q.PEAK -01 SNR -DC -00369 DUO -G7 325 DIMS: AR -02 COMP SHINGLE - RLU RL UNIVERSAL, MOUNT KIT, SEE DETAILMODULE 1 STORY ATTIC WOOD 2X6 RAFTERS 11' - 0" 24" 3' 4'- 0" 2'- 0" 66.3" x 39.4" x 1.26" (33mm) SNR -DC -00369 MODULE CLAMPS: AR -03 COMP SHINGLE - RLU RL UNIVERSAL, MOUNT KIT, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 11' - 0" 24" 3' 4'- 0" 2' - 0' Portrait: 9.84" - 17.72" SNR -DC -00369 Landscape: 0" - 11.81" MAX DISTRIBUTED LOAD: 3 PSF D1 - AR -01 - SCALE: 1/8" = V-0" D2 - AR -02 - SCALE: 1/8" = 1'-0" SNOW LOAD: 30 PSF PITCH: 20° PITCH: 19° WIND SPEED: AZIM: 180° AZIM: 90° 105 MPH 3 -SEC GUST. 22'-3" S.S. LAG SCREWS: 1'-4" 5/16"x4.0": 2.5" MIN EMBEDMENT 4'-2"- NOTE: —5'—-5'-3"— INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED SPANS, AND NOTIFY E.O.R. OF 6' ANY DISCREPANCIES BEFORE PROCEEDING. -j4' TYP - I ////�'-10 13 6'_8" 7'-2" PENETRATION SPACING: FULLY STAGGERED ROW SPACING: 6'-8" - 4' TYP 0.75" BETWEEN ROWS 3" 6 _ 6" 1 0.775" BEITW ENI COLUMNS — 7'-3"—,,--16'-8" — T-1 " k 12'-10" sunrun D3 - AR -03 - SCALE: 1/8" = V-0" EC #7080, ME #30603 PITCH: 20° AZIM: 270° 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 I'- 303.5 2 10" l'-2"Z'-10" CUSTOMER RESIDENCE: PD0 CICF�s A087 CoQ 4 MASS • �o W 39TOAVE, WHEAT RIDGE, CO, 80033 47 5 01 '�� 303) -5263 c PN #: 49054 • OAFS•• .•...•� G��� PROJECT NUMBER: h ea�Fttd9� S/SNA 501 R-870TREN 6'-8"t��3 415 DESIGNER: ( ) 580-6920 ex3 Digitally Signed: 01/23/20 TYP BRIAN CALDERON SHEET LAYOUT REV: Al 1/22/2020 PAGE PV -3.0 SEE SITE PLAN FOR NORTH ARROW I SNPDAIDAry DI I IAITVCDCAI CI AC4JTDArIC r(1MD mni mrrmiG EM STI FOI SUo DESIGNER: BPETE RSON5f F(Q S--R-TSTRE-FL..RF.-RRA-'O9O5USA��PHONE(415)W AA(415)MG4W2 DRAFTER: D.RYAN THE INFORMATION IN TNIS DR NG IS CONFIOENTIK AND PROPRIETARY. ANY REPRODUCNON,DISCLOSURE, OR USE THEREOF IS PROW8ITED N4THOUT THE APPROVED BY: BYETERSON WW TTEN OONSENT OF SUNRUN SOUTH LLC. SCALE: NTS DATE: 5/l/2019 REVISION: 1 5/1/2019 NEW DETAIL DR LASHTRACK — OMP — 1BRELLA GASKET -IADED GRAY) ROOFING MATERIAL OF SHEATHING EXTEND COURSE COMPLETED INSTALLATION SECTION VIEW FLASH TRACK SHOULD BE INSTALLED PARALLEL TO RAFTER ROOFING MATERIAL COMP FLASHING \-ROOF DECKING G kl 01 wheat Rtd9e Qi pwil MIN. EMBEDMENT INTO \ INTO RAFTER OR STRUCTURAL MEMBER COMPLETED INSTALLATION DRAWING NUMBER: DESCRIPTION: REV: SNR -DC -00369 RL UNIVERSAL, ATTACHMENT DETAIL, i FLASHTRACK ON COMP 1 Di gi to Ily Si 9 n e d: 0 1/ 2 3/ 2 0 sunrun EC #7080, ME #30603 6040 WEST 91 ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAx 303877823. CUSTOMER RESIDENCE: ALITRENGROVE 10870 W 39TH AVE, WHEAT RIDGE, CO, 80033 APN #: 49054 PROJECT NUMBER: 501 R-870TREN DESIGNER: (415) 580-6920 ex3 BRIAN CALDERON SHEET MOUNTING DETAIL REV: Al 1/22/2020 PAGE PV -3.1 [VISIBLE OPEN] (N) LOCKABLE BLADE TYPE AC DISCONNECT (N) 125A ENPHASE IQ AC COMBINER BOX (N) 20A GROUND 240V METER SOCKET SQUARE D PV BREAKER AT 200A CONTINUOUS DU222RB OPPOSITE END WITH LEVER BYPASS 3R, 60A,2P OF BUSBAR [MAX 10' FROM 120/240VAC UTILITY METERIMAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] 20A BREAKER [A] NDUIT SCHEDULE 120/240 VAC CONDUCTOR NEUTRAL SINGLE PHASE NONE (2) 12 AWG PER ENPHASE Q SERVICE (1) 6 AWG BARE COPPER OMETER M CABLE BRANCH #: XCEL 61707200 SHORT CIRCUIT CURRENT: UTILITY (2) 12 AWG PER ENPHASE Q NONE GRID EXISTING 1 200A MAIN (1) 10 AWG THHN/THWN-2 CBREAKER 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 T (END FED) EXISTING 200A —• MAIN PANEL (N) DEDICATED FACILITY —• PV KWH METER LOADS 4 [VISIBLE OPEN] (N) LOCKABLE BLADE TYPE AC DISCONNECT (N) 125A ENPHASE IQ AC COMBINER BOX (N) 20A GROUND 240V METER SOCKET SQUARE D PV BREAKER AT 200A CONTINUOUS DU222RB OPPOSITE END WITH LEVER BYPASS 3R, 60A,2P OF BUSBAR [MAX 10' FROM 120/240VAC UTILITY METERIMAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] 20A BREAKER [A] NDUIT SCHEDULE CONDUIT CONDUCTOR NEUTRAL GROUND NONE (2) 12 AWG PER ENPHASE Q NONE (1) 6 AWG BARE COPPER OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: CABLE BRANCH ��:� SHORT CIRCUIT CURRENT: 3/4" EMT OR EQUIV. (2) 12 AWG PER ENPHASE Q NONE (1) 8 AWG THHN/THWN-2 CABLE BRANCH 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC Mill filf + fff (11) HANWHA Q -CELLS: Q.PEAK DUO -G7 325 MODULES AND MICRO -INVERTER PAIRS (11) EN PHASE ENERGY: IQ7-60-2-US JUNCTION BOX OR EQUIVALENT 1 �` (1) BRANCH OF (11) MICRO -INVERTERS [A] (---) BRANCH OF (----) MICRO -INVERTERS [B] NOTES TO INSTALLER: • ADD 20 AMP PV BREAKER TO MAIN PANEL. • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. • BRANCH [A] MUST BE CENTER -FED. MAX SUB -BRANCH LENGTH = 6 Approval Notes: 1) PV array system to have a grounding system installed per Part III of Article 25(' per 2017 NEC Art.690.47(A) 2)If UFER ground is not avail provide or verify Supp! ground rods per 2017 NEC Art.250.104(B) 3) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). MODULE CHARACTERISTICS 0V o \ HANWHA Q -CELLS: Q.PEAK DUO -G7 325: 325 W eat R�d9 OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: 40.36 V 33.81 V ��:� SHORT CIRCUIT CURRENT: 10.1 A LWARNING ELECTRICAL SHOCK HAZARD TERMINALS ON LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): NEC 2017: 690.13(B), NEC 2014: 690.17(E), NEC 2011: 690.17(4) WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b) NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) &WARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): NEC 2017: 705.12(B)(2)(3)(b), NEC 2014: 705.12(13)(2)(3)(b), NEC 2011: 705.12(D)(7) rA�WARNING ELECTRICAL SHOCK HAZARD IF GROUND FAULT IS INDICATED ALL NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED LABEL LOCATION: INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF APPLICABLE). PER CODE(S): NEC 2017: 690.5(C), NEC 2014: 690.5(C), NEC 2011: 690.5(C) &WARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): NEC 2017: 705.12(B)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) LABEL LOCATION: INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): NEC 2017:690.31 (G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012: 605.11.1.4 LABEL LOCATION: AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): NEC 2017:690.54, NEC 2014:690.54, NEC 2011: 690.54 3.5" LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, INVERTER/DC DISCONNECT IF REQUIRED BY LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED BY LOCAL AHJ. PER CODE(S): NEC 2017: 690.12, NEC 2014: 690.12, NEC 690.56, IFC 2012: 605.11.1 Il SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2017: 690.56(C)(1)(a) NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, 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 HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS AND MICROINVERTERS ON ;e MIL SERVICE ENTRANCE AN BREAKER DISCONNECT itn V L 1 \ 1 L AC DISCONNECT "RAPID SHUTDOWN" 10870 W 39TH AVE, WHEAT RIDGE, CO, 80033 City of Wheat Ridge Residential Miscella PERMIT - 201708958 PERMIT NO: 201708958 ISSUED: 11/16/2017 JOB ADDRESS: 10870 W 39th AVE EXPIRES: 11/16/2018 JOB DESCRIPTION: Residential Miscellaneous foundation structural repair -power braces. Bracing the eastside wall of the house due to significant settling and bowing walls, installation of 5 PowerBraces to prevent additional inward deflection. Installation is in the crawlspace. *** CONTACTS *** OWNER (720)261-0491 SHIRLEY TEIGON SUB (303)260-7070 Paul Sutton 090170 Peak Structural *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,500.00 FEES Total Valuation 0.00 Plan Review Fee 60.68 Use Tax 52.50 Permit Fee 93.35 ** TOTAL ** 206.53 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I d 41 City of Wheat Ridge ® Residential Miseella PERMIT - 201708958 PERMIT NO: 201708958 ISSUED: 11/16/2017 JOB ADDRESS: 10870 W 39th AVE EXPIRES: 11/16/2018 JOB DESCRIPTION: Residential Miscellaneous foundation structural repair -power braces. Bracing the eastside wall of the house due to significant settling and bowing walls, installation of 5 PowerBraces to prevent additional inward deflection. Installation is in the crawlspace. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be p that al w to be pertojme0 is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work wi3ut 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 applicab!Lc,ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. o Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat Fide COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: r % 7 Plan/Permit#Z/v V6? Plan Review Fee: ,Co Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:/ b 'V Property Owner (please print): Tell Property Owner Email: lei,ms Mailing Address: (if different than property address) Address: State. Ziq: Arch itect/Eng1neer: Architect/Engineer E-mail: Phone: Phone: Contractor: /K S'rtr Contractors City License #: o q f 7o Phone: Contractor E-mail Address: 0rj/'LW to Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL Description of work: (Check all that apply) RESIDENTIAL ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APP�I , NCE REPAIR or REPLACEMENT. El OTHER (Describe) Cf1 ai Y : -_ (For ALL projects, please provide a detailed description 6f work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) 1 , A --7v-- Sq. FULF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) =0 - OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: Aw&ov 69 1116111) " Building Division Valuation: $ FOUNDATION ENGINEERING, PLC November 3, 2017 Paul Sutton 707 County Line Road Palmer Lake, CO 80133 RE: Structural Assessment of foundation at 10870 West 39th Ave, Wheatridge, CO 80033 Dear Mr. Sutton: Per your request, I have evaluated the property located at the address listed above. This report is intended to provide an opinion about the crack in the east foundation wall at the time of the inspection and to provide and provide recommendations for any necessary repairs. This report is based on what was visible without any destructive or invasive testing. This report does not constitute a warranty, implied or otherwise and financial liability is limited to the fees charged for the services rendered. This report is intended for use only by Peak Structural and the homeowner. The inspection was performed at the subject property by a qualified foundation inspector authorized by this office. The building was reportedly built in 1955 and is a wood frame single family home on a concrete foundation that forms a crawlspace. The home faces north and the front of the house will be considered the north side for the purposes of this report. The main area of concern was the east foundation wall and thus this is where the report is focused. Observations and Assessment 1. The house was in generally good condition. The gutters and downspouts were in generally good condition. Grading around the house was generally flat to positive. 2. It was reported that a large tree was previously removed from the east side of the house. It is likely that the tree roots impacted the foundation movement. 3. The east foundation wall had deflected inward. 4. The east foundation wall should be laterally braced with steel wall braces. Discussion and Recommendations It is my professional opinion that the east foundation wall deflected inward due to lateral soil pressure and the tree roots from the previously removed tree. The east side foundation wall had deflected inward due to lateral loads on the wall and should be laterally braced. Horizontal cracks in foundation wall is typical of the lateral movement and the result of the horizontal pressure on the wall exceeding the capacity of the wall. The wall should be laterally braced with wall five PowerBracesTM or equal, to prevent additional inward deflection. Once the wall braces are installed, it is possible to straighten the wall over time if desired. The adjustment screw on each wall brace can be tightened periodically during the Spring, Summer and Fall. The adjustments will need to be made with a torque wrench. The torque on the wall brace nuts should not exceed maximum torque specified on the drawings. The torque typically drops over time as soil compresses behind the walls and this can occur within twenty-four hours of tightening the adj ment screw, but can take much longer. If the wall starts to make noises such as cracking, moaning r ppin'ry 0 Colorado Office: 600 171h St Suite 2800 South, Denver, CO 80202 (888)258-6111 phone 9& V Vermont Office: 4 Carmichael Street Suite 111, #105, Essex Junction, VT 05452 web: feplc.com, email: info@feplc.com Paj'&; of 2 sounds tightening should stop. This is not a cause for concern unless large cracks appear. It is not necessary to reach the maximum torque in the cases where the wall reacts as previously described. The capacity of the wall braces to resist inward deflection is not reduced if the torque drops below specified maximums or if specified maximums are not reached during the initial install. If soil pressures increase and that pressure applies new loads to the wall, the wall braces are designed to resist those loads even at lower torques. Also, it is not necessary to straighten the wall to make the wall structurally stable. The wall braces, as installed, are designed to make the wall structurally stable and prevent further movement even if adjustment screws are not tightened over time. As with all houses, a positive grade should be maintained around the house to direct water away from the foundation. The gutters and downspouts around the house should be kept in good working order with downspouts extending five feet from the foundation. Watering grass and plants within five feet of the foundation is not recommended. Thank you for the opportunity to provide this letter and I look forward to serving you in the future. Do not hesitate to contact me with any questions regarding this report. Regards, o�PpO LICF�S� G ° 2- 43659 43659 z® Michael F. Sullivan, P.E., M.ASCE Principal City of Wheat r;,, Colorado Office: 600 17t' St Suite 2800 South, Denver, CO 80202 (888)258-6111 phone Vermont Office: 4 Carmichael Street Suite 111, #105, Essex Junction, VT 05452 web: feplc.com, email: info@feplc.com FOU TION TOREIN O RCEM WALL REINFORCEMENT PowerBrace) System Technical Specifications & Spacing Guidelines 5153 Northeast 17th Street Des Moines, IA 50313 (800) 556-5697 The PowerBrace TIM System is designed and manufactured by PowerBrace, LLC and is a proven method to laterally support bowed, leaning and sheared foundation walls. The system has been used for over a decade and thousands of successful installations have been completed throughout the United States and Canada. The PowerBrace'"" is a patented system that, when installed properly, will not only stabilize foundation walls against further appreciable lateral movement, but also in many cases improve the wall's position and partially or fully straighten it. Nt CIVl� Ry Technical Specifications Q� M.S. MURPHREE Steel Beam: S4 x 7.7 lb/ft x 2.66" Flange, ASTM A36 Standard I -Beam ROBERTS E-13116 Tensile Strength = 58 ksi (min.), Yield Strength = 36 ksi sT (min.) Mounting Brackets: (1) 5.00" x 3.00" x 3.00" x 0.375" thick two -hole mounting 'T' 7/23/12 Bracket or (1) 5.00" x 5.50" x 3.00" x 0.375" thick four -hole mounting "L" Bracket, and (1) 5.50" x 2.00" x 1.25" x 0.25" thick two hole "L" Bracket, ASTM A36 Mounting Hardware: (1) 1.00" x 5.00" Grade 5 Bolt and Nut (2) 0.75" x 3.00" Grade 5 Bolts and Nuts (2) 0.75" x 2.50" Concrete Sleeve Anchors Finish: System components and hardware are zinc plated in accordance with ASTM B633. Spacing Guidelines Notes: 1. Maximum recommended spacing from corners is 3 feet. 2. Spacing could be less than listed in the above chart based on the condition of the wall and severity of wall displacement. 3. Because variations in building design and construction materials are common, PowerBrace" application! be reviewed by a qualified professional. © 2012 PowerBrace, LLC Wall Height (ft.) 4 5 6 7 8 9 _ 4 6.0 6.0 6.0 6.0 6.0 6.0 5 6.0 6.0 6.0 5.5 5.0 6 6.0 5.5 5.0 4.5 fD 7 5.0 4.5 4.0 C 'ami 8 4.0 3.5 =F 9 3.0 Notes: 1. Maximum recommended spacing from corners is 3 feet. 2. Spacing could be less than listed in the above chart based on the condition of the wall and severity of wall displacement. 3. Because variations in building design and construction materials are common, PowerBrace" application! be reviewed by a qualified professional. © 2012 PowerBrace, LLC 'fl(IE FOUNDATION Li - WALL REINFORCEMENT PowerBraceTm System Technical Specifications & Spacing Guidelines 5153 Northeast 17th Street Des Moines, IA 50313 (800) 556-5697 The PowerBrace TM System is designed and manufactured by PowerBrace, LLC and is a proven method to laterally support bowed, leaning and sheared foundation walls. The system has been used for over a decade and thousands of successful installations have been completed throughout the United States and Canada. The PowerBrace T11 is a patented system that, when installed properly, will not only stabilize foundation walls against further appreciable lateral movement, but also in many cases improve the wall's position and partially or fully straighten it. Steel Beam: Mounting Brackets: Technical Specifications S4 x 7.7 Ib/ft x 2.66" Flange, ASTM A36 Standard I -Beam Tensile Strength = 58 ksi (min.), Yield Strength = 36 ksi (min.) (1) 5,00" x 3.00" x 3.00" x 0.375" thick two -hole mounting "L" Bracket or (1) 5.00" x 5.50" x 3.00" x 0.375" thick four -hole mounting "L" Bracket, and (1) 5.50" x 2.00" x 1.25" x 0.25" thick two hole "L" Bracket, ASTM A36 Mounting Hardware: (1) 1.00" x 5.00" Grade 5 Bolt and Nut (2) 0.75" x 3.00" Grade 5 Bolts and Nuts (2) 0.75" x 2.50" Concrete Sleeve Anchors Finish: System components and hardware are zinc plated in accordance with ASTM B633. Spacing Guidelines Notes: 1. Maximum recommended spacing from corners is 3 feet. 2. Spacing could be less than listed in the above chart based on the condition of the wall and severity of wall displacement. 7/23/12 3. Because variations in building design and construction materials are common, PowerBrace" applications should C be reviewed by a qualified professional. Ot © 2012 PowerBrace, LLC D.C' Wall Height (ft.) 4 5 6 7 8 9 _ 4 6.0 6.0 6.0 6.0 6.0 6.0 5 6.0 6.0 6.0 5.5 5.0 _ 6 6.0 5.5 5.0 4.5 7 5.0 4.5 4.0 8 4.0 3.5 Z) = 9 3.0 Notes: 1. Maximum recommended spacing from corners is 3 feet. 2. Spacing could be less than listed in the above chart based on the condition of the wall and severity of wall displacement. 7/23/12 3. Because variations in building design and construction materials are common, PowerBrace" applications should C be reviewed by a qualified professional. Ot © 2012 PowerBrace, LLC D.C' 5 2 3 2 Foundation Engineering, PLC CRAWLSPACE '-6" OC max to avoid obstacles. f spaced evenly braces should be approximately 4' OC. Do not re- duce the number of braces.(typ) 3' max FRONT OF HOUSE 600 17th St, Suite 2800 South, Denver, CO 80202 114 Carmichael St, Suite 111, #105, Essex Junction, VT 05452 Phone 888-258-6111 Foundation Repair Plan Teigon Property 10870 West 39th Ave Wheat Ridge, CO 80033 Prepared for: Peak Structural, Inc. 707 County Line Rd, Palmer Lake, CO 80133 Scale: NTS Date: November 3, 2017 Drawn By: MFS Sheet 1 of 2 NOTES: Field verify all dimensions before start- ing work. 24 , ]OPC.����IJ city or OMMUNr7Y DEYEWPME�� APPROVED Reviewed for Code Compliance x" - j__ Pla ExJrniner Date VOWity of permit: Thr issuance of o perms o+ opprova of pbm smci/lcot m and computations shall not be a permit for, won approval of, any viobtion to any of the provisions of the building code or of any Cay ordinances. Permits presuming to give authority to violate of conch the provisions of the awwinp codes or other ordinances of the City shun not be vaW. �p o,Le�c�s . 43659 z: 47/7:���� Engineering Notes: 1. All work to be installed in accordance with IRC 2012 Code and all applicable State, County, and Local Codes. 2. Design Assumptions from IRC 20 Tables R301.2 (1) - Wind Speed 105 mph - Ground Snow load = 30 psf - Floor Loads LL= 40 psf, DL= 15 psf - Seismic Design Category B - Frost Depth = 36 Inches ncrete - Minimum 3,000 I-r Required I pecti Engineer will provide inspection and Final Approval (if required by jurisdiction) PeoQ'4�-7D 12$. Foundation Engineering, PLC When Joists run parallel to foundation wall 3/16" ASTM A36 bent plate with holes for bracket hardware and 01" welded nut 3/16" x 3" x 60" long ASTM A36 strap with holes for wood screws (1)03/4" x 5" long SAE Grade 5 bolt with nut (1) 01" x 9" long ASTM A307 tightening bolt 2.50" long ASTM A36 bent plate beam capture (30) #10 x 2.00" long wood screws Extend blocking at least two bays past bays blocked by mechanical obstruction that prevent installing blocking. Blocking can be notched around small pipes, elec- trical wires and conduit or installed hori- zontally. 1/4" ASTM A36 L-shaped bent plate 2.50" x 2.00" x 5.50" long with holes for bracket hardware (2) 01/2" x 3" concrete screw anchors 600 17th St, Suite 2800 South, Denver, CO 80202 I ( 4 Carmichael St, Suite 111, #105, Essex Junction, VT 05452 Phone 888.258.6111 Foundation Repair Plan Details Teigon Property 10870 West 39th Ave Wheat Ridge, CO 80033 24" 24"x24"x24" concrete deadman Prepared for: Peak Structural, Inc. 707 County Line Rd, Palmer Lake, CO 80133 Scale: NTS Date: November 3, 2017 Drawn By: MFS Sheet 2 of 2 Existing floor structure: When Joist run perpendicular to Foundation Wall (2) Telescoping pieces bent from ASTM A36 plate adjusted to a total length between 13.5" a with holes for bracket hardware (4) 03/4" x 3" long ASTM A3071 nuts and washers (1) 01" x 5' long ASTM A307 tig with machined nut 2.50" long ASTM A36 bent plate ture Existing foundation wall 54x7.7 Steel S4x7.7lSteel wall brace 1/4" ASTM A36 L-shaped bent plate 2.50" x 2.00" x 5.50" long with holes for bracket hardware (2) 01/2" x 3" concrete screw ancho Detail S-1 i NOTES: Field verify all dimensions before start- ing work. al l Citi, of W .. heat wrloe P roperty Address: Property Owner (please print). Property Owne Email: M Address: (if different than property address) Address. rchit Engineer E-mail: Phone. Contractor' Contra City- License, � �� �? Phq C ontractor E-mail Address: Scab Contractors: Electrical. Plumbing: Mechanical: WR City License # W.R. City License # WR City License # Other City Licensed Sib: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form: ° s s w •il Sq. FULF Stu's Gaflom Amp Squares titter 10870 W. 39th. Ave. Plan View - New Poured Cone. Foundation �Right-Back Corner of Home) on new cone. rounciatyion sill Crawlspace Entrance ;M-e new a 11 poured foundat 0 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. U (o l to INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS 'DATE - INSPECTORS INITIALS "COMMENTS: '. Footings /Caissons - Stemwall / (CEG) Concrete Encased Ground l Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service. Lines /. Water Service Lin POUR NO CONCRETE UNTIL AB OVE HAS; BEEN SIGNED CONCRETE SLA :p- FLOOR. Electrical (Und Plumbinq (Underground) Heating ( DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS''.. -- Sheathing Lath / Wall tie Mid -Roof Electrical Service - Rou E l ec tric Rough Plumbing i Gas Piping r Rough Mechanic - __ ABOVE INSPECT ONS TO BE SIGNED PRIOR TO PROCEEDING _ LDa ng - tin ll Screw " FINALS - I i Electrical - -� —— _Plumbing - `Mechanical - -- Roof 5� 1 ff➢ / - -- Building Final Department W & Drainage - ' INSPECTIONS FOR PLANNING S ZONING, FIRE AND PUBLICE WORKS i Parking $ Landscaping - SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPEC4;61`4; * *NO` I,ALL ITEMS MUST BE COMPLETED.AND APPROVED BY PLANNING AND ZONING,. BUILDING AND. PUBLIC WORKS Bf;�ORE 1 CERT /F! 7E OF OCCUPANCY IS ISSUED- FINAL {Nq BY THE BUILDING D /visioN DOES NOT CONSTITUTE AUTHOF ZATI< t `'`.. OFA.(:RF7TlF /Cd TF i`n; rnn nlcv ninr�`or' nuccinni cr�o .���iionn�r�v , ♦ A i CITY OF WHEAT RIDGE Building Inspection Division fr (303) 234 -5933 Inspection line (303) 235 -2855 office - (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Job Address: A: S7v Permit Number: 14'W4- 4 ❑ No one available for inspection: Time f/ %So M Re- Inspection required: Yes /_N�o. ' When corrections have been made, call for re- inspection at 303-234-5933 F Date: Inspector: i DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE r Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: lylo Rno,, Job Address: w 39raa Ayg-7 Permit Number: _lGr G rs ra i:��vL (.3 naeF7 ❑ No one available for inspection: Time Re- Inspection required: Yes *When corrections have been made, call for re- inspection at 303-234-5933 Date: 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: 2arnf1 e561= Job Address: le 997.> 4,� 3F7W , &/Z Permit Number: _�frlrG I)f1 W17" D S < %ii+v:5� - .:SLS fFa L✓� .fT�',/,? ❑ No one available for inspection: Time 'F' S AM/1'V Re- Inspection required: - No * When corrections have been made, call for re inspection at 303 - 234 - 5933 Date: 910 Inspector: j DO NOT REMOVE THIS NOTICE ♦ A s CITY OF WHEAT RIDGE /// Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: /h Job Address: Permit Number: /rir> F El No one available for inspection: Time ' 1 AM! M Re- Inspection required: Yes No * When corrections have been made, calf for re- inspection at 308 -234 -5933 Date: 4�_ _ /, - ; /; Inspector: ^ L . _ 41 DO NOT REMOVE THIS NOTICE I � ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: e;g del 62ool, Job Address: /.V 3g"-a" Amy Permit Number: s4:elliG ems.L,e. aA Awn wrr, . SlfrFt~ l?,r=iz.f'? ~F2 'S ✓ d~1~'Sar> Tc3 c~~£r.~..~i' /r' Y- F i~ti,~ ail Fri Sar i ❑ No one available for inspection: Time 6 AM/ Re-Inspection require Yes o "When corrections have been made, call for re -Inspection at 303-234-5933 Date: _3111,11n Inspector r d DO NOT REMOVE THIS NOTICE : City of Wheat Ridge Mar 10. 2010 4:02PM FIRST ENERGY Q City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 F Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application DC Property Address: /p~7( 5 w J J V h n+ g C® ~ ^ ( ( Property Owner (please pfrnt): ' 1 1 T l o n V ~ + I l /E / h~ yl r pti Mailing Address: (if different than property No. 5196 P. 3 Date: Plan Permit cc IdT 20033 Sub'Contradtors: v Electrical City License Plumbing City License Mechanics! City License Company: Company Company: Exp. Date: Exp. Date: Date: Approval: EXP. Approval: Approval: Use of space (description): 0 Construction Value: $ S OeSCFiptigp'of work: (l m pu P C (as calculated per fho Building afuetion Data shaeu T/o ~~y~,~ 1~ a~ ,e 3©~ p / 54 B~l~ Plan Review (due at time of sabmiftaq; g Sq. Ft/L.Ptadded: Squares-L!5' BTU's Gallons- Amos OWNER/COtVTfiACTOR sIGNAMIR OF UNDERSTANDING AND AGREEMENT t hereby cenlfy that the setback distances proposed by Phis permit appltcagen are accurate, and do not violate applicable ordinances 8 of erulll~a0 a t 0~ o°s made at 8 of e atchcurCaet haft Irhave reed and agree to abide by all ror r di~6'orOisonfed co his eppliraI me RNon andmthat I a8,10 , an ss me fuldi shown,an responsibility for oornpfianre with the Wneet Ridga Building Code (1.8.C) and all other applicable Wheat idge ONlnances, for work under this perrnit: Plans sublect to field Inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) pRINi NAME: SfGNATURE: Date: ZONING COMMENTS: DEPARTMENT USE ONLY Zoning: Reviewer: PI-1841C WORKS COMMENTS: Reviewer; BUILDING DEPARTMENT COMMENTS: Reviewer: FIRE DEPARTMENT:: 0 approved w/ comments ❑ disapproved ❑ no review required I Bldg Valuation: OCCUPANCY: Contractor: V `3 Contractor License ©q- Q~, phnno• / 1C 2 _ ii c~