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3710 Teller Street
City of Wheat Ridge E -Res. Electrical Service PERMIT - 202000178 PERMIT NO: 202000178 ISSUED: 01/24/2020 JOB ADDRESS: 3710 Teller St EXPIRES: 01/23/2021 JOB DESCRIPTION: Service upgrade - 200 amps *** CONTACTS *** OWNER (303)422-3728 SLINGSBY BEA SUB (303)620-6888 LOU TAGLIALAVORE 180075 DUTCH CREEK ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 2,250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Smoke alarms shall comply with 2012 IRC Section 134. INTERIOR ALTERATIONS, REPAIRS, FUEL -FIRED APPLIANCE REPLACEMENTS, OR ADDITIONS, ANY OF WHICH REQUIRE A BUILDING PERMIT, OCCURS OR WHERE ONE OR MORE ROOMS LAWFULLY USED FOR SLEEPING PURPOSES ARE ADDED SHALL HAVE AN OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN FIFTEEN FEET OF THE ENTRANCE TO EACH ROOM LAWFULLY USED FOR SLEEPING PURPOSES City of Wheat Ridge E -Res. Electrical Service PERMIT - 202000178 PERMIT NO: 202000178 ISSUED: 01/24/2020 JOB ADDRESS: 3710 Teller St EXPIRES: 01/23/2021 JOB DESCRIPTION: Service upgrade - 200 amps 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 authorzed 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 pennrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 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 Offipcial and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change. of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Dlvlslon in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 0 City of Wheat 51/24/20219 08��� 20 BHP 31O!,prSt ��� PAYMENT RECEIVED PP / 78Dl AMOUNT AUTH CODE: 7014381U 140.601 TOTAL 60 ___ Kimberly Cook au"vvl From: no-reply@ci.wheatridge.co.us Sent: Friday, January 24, 2020 8:16 AM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Categories: Kim Residential Electrical Service Change/Upgrade Permit Application 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 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS" * 3710 Teller St Bea Slingsby 303-422-3728 3710 Teller St Credit Card Authorization Form.pdf CONTRACTOR INFORMATION Contractor Business Dutch Creek Electric Name I Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Is this an electrical service upgrade or change? Number of Amps Location of upgrade/change (garage, house, etc) 180075 303-620-6888 godutchcreek.tyler@gmail.com godutchcreek.tyler@gmai1.com Upgrade roc House Provide additional details, Also hanging solar gear (not panels) for Sunrun Solar PV if needed. System. Seperate permit from Sunrun for PV system. Project Value (contract 3070 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT 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. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes 2 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Lou Taglialavore Permit Email not displaying correctly? View it in your browser_ 4' CITY OF WHEAT RIDGE Building Inspection Division (/ (303) 234-5933 Inspection line 9-,r,(303) 235-2855 Office • (303) 237-8929 Fax 1 CYt t INSPECTION NOTICE Inspection Type: Job Address: F .; Permit Number•,+l�, - LlNo one available for inspection: Tim �, M Re -Inspection required: Yes "No When corrections have been made, call for Date:7—^- i CITY OF WHEAT RIDGE' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:- _ Job Address: '.I Permit Number: F LlNo one available for inspection: Tire _ /PM r Re -Inspection required Ye No When corrections have been made, ,call fo a -ins ecf�o�rat 3-234-5 33 -. Date: s19 Inspect t DO NOT RENS• E THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201900833 PERMIT NO: 201900833 ISSUED: 05/02/2019 JOB ADDRESS: 3710 Teller St' EXPIRES: 05/01/2020 JOB DESCRIPTION: Residential solar, roof mount, flush mount, grid -tied. 4.35 and kW:15 solar PV. **REVISION: System downsized by 2 modules; New system size 3.77 kw; No added valuation *** CONTACTS *** OWNER (303)422-3728 SLINGSBY BEA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / EARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,134.00 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, 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 performgnd that all work to b performed i disclosed in this document and/or its' accompanying approved plans and specifications. G5 A0 ZL15 Signature of OWNER=on TOR (Circle one) Date 1. This permit was issuednformation provided in the permit application and accompanying plans and specifications and is subject to the compliandocuments, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5_ The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building O ficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of ' W heat I�idge COMMUNIIY C)EVELOf'fv1ENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(o).ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # vn(\I (JI( Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3710 Teller St Wheat Ridge CO 80033 Property Owner (please print): Bea Slingsby Phone: 303-422-3728 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: Sunrun Installation Services Inc Contact Person: Thomas M. Brook Contractor: Sunrun Installtion Services Inc Contractors City License #: 070159 Phone: 720-537-0235 Phone: 303-577-9628 Contractor E-mail Address: Colorado.permitting@sunrunhome.com Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps System downsize by 2 modules. New system size 3.77 kW roof mount flush mount grid -tied solar PV Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) n/a 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 I' to ityLon this application. CIRCLE ONE: (OWNER) (CONTRACTO�2rUTHORIZED Rf,47RESENTAT) of (OW%VER) (CONTRACTOR) PRINT NAME: Thomas M. Brook SIGNATURE: ZONING COMMMENTS: Reviewer: DEPARTMENT COMMENTS: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: G S (- a ZeI I OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Single Phase Inverter Wit HID -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER OUTPUT SEXXXXH-XXXXXBXX4 Rated AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 10000 11400 @ 240V VA Maximum DC Power @208V - 5100 7750 3300 @ 208V W 5000 @ 208V Yes 10000 @ 208V Maximum AC Power Output 3000 3800 @ 240V 5000 6000 @ 240V 7600 j 10000 11400 @ 240V VA Maximum Input Current @240V' 8.5 10.5 3300 @ 208V I 27 30.5 5000 @ 208V Maximum Input Current @208V= - 10000 @ 208V ( 13.5 AC Output Voltage Min. -Nom. -Max. ✓ ✓ ✓ ✓ ✓ ✓ ✓ Vac (211 - 240 - 264) Ground -Fault Isolation Detection 600ksi Sensitivity Maximum Inverter Efficiency 99 99.2 AC Output Voltage Min. -Nom. -Max - % ✓ 99 i ✓ ✓ Vac (183 - 208 - 229) W i AC Frequency (Nominal) 59.3 - 60 - 60.5'' Hz Maximum Continuous Output 12.5 16 21 25 32 42 47.5 A Current @240V Maximum Continuous Output 16 24 48.5 A Current @208V Power Factor 1, adjustable -0.85 to 0.85 GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Yes Thresholds INPUT Maximum DC Power @240V 4650 5900 7750 9300 11800 15500 17650 W Maximum DC Power @208V - 5100 7750 15500 W Transformer -less, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V' 8.5 10.5 13.5 1 16.5 j 20 I 27 30.5 Adc Maximum Input Current @208V= - j 9 ( 13.5 i 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ksi Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V%98.5 @ 208V Nighttime Power Consumption < 2.5 W 1> For other regional settings please contact SolarEdge support G" A higher current source may be used; the inverter will limit its input current to the values stated 360)10 T%elteerl S4f V 4t, f b" Ot wleat V%690 s #2�O /9Dos033 Single Phase Inverter Wit HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional'I Inverter Commissioning with the SetApp mobile application using built-in Wi-Fi station for local connection Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UL1741, UL1741 SA, UL16996, CSA C22.2, Canadian AFCI according to TLL. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size J AWG Range 3/4" minimum / 14-6 AWG 3/4" minimum /14-4 AWG DC Input Conduit Size / # of Strings / AWG Range 3/4" minimum / 1-2 strings / 14-6 AWG 3/4" minimum / 1-3 strings / 14-6 AWG Dimensions with Safety Switch (HxWxD) 17.7 x 14.6 x 6.8 /450x370x174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 i in/ mm Weight with Safety Switch 22110 25.1/11. Z 26.2 / 11.9 38.8 / 17.6 Ib / kg Noise < 25 <50 dBA Cooling Natural Convection Operating Temperature Range -40 to +140 / -40 to +691 -F/-C Protection Rating NEMA 4X (Inverter with Safety Switch) "Revenue grade inverter P/N:SExxxxH-USOOOBNC4 Full power up to at least 50'C / 122'F; for power de -rating information refer to: https://www.solaredge.com/sites/default/files/se-temperature-derating-note-na,pdf "yyam �`r;..0 gi SdarEdge Technologies, Inc. All rights reserve,,d'SOGAREDC4f„ the Solarge logo, OPTItdIZED BY SOiAREDGLare trademarks or registered trademarks of SolarEdge Technologies, Inc. All other trademarks mentioned herein are trademarks of their resp!ffi'4e owners. Date 12019N01/ENG NAM. Subject to change without notice. RoHS So l a r- • • Z SolarEdge Power Optimizer Module Add - On for North America P300 / P320 / P370 / P400 / P405 P300 P320 P370 P400 P405 for 60 -cell mod- for high-power (for higher -power for 72 & 96 -cell ( ( g Power 60 and 72 -cell I ( (for thin film ules) 60 -cell modules) modules) modules) modules) INPUT Rated Input DC Power(') 300 320 370 400 405 W . ........................................................ .... .... .. ........ Absolute Maximum Input Voltage I 48 I 60 80 125 I Vdc (Voc at lowest temperature) .. .............. ........................................................................................ MPPT Operating Range...................I.................. 8 48 �....... 8:.60............... $:.80........�..... 12.5: 105 .....�.... Vdc .... Maximum Short Circuit Current (Isc) I 10 11 10.1 ( Adc ......................... . .................. ..................... ... .................. Maximum DC Input Current 12 5 13.75 ( 12 63 I. Adc ............................................................................I ...�...... Maximum Efficiency I 99.5 ...................................................................................................... Weighted Efficiency I 98.8 y, ................................................................ Overvoltage Category I. il.................................................... ............ I OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current .................................... 15 .................................................................................... Adc Maximum Output Voltage ........... I 60 I 85 I Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE EMC ...................................................................................... FCC Part15 Class B,IEC61000-6-2,IEC61000-6-3 ..................... ..................... ..................... y.....................................i...................................IEC62109:1 (cla safety.. UL1741...................................i........... ............. RoHS Yesl .. INSTALLATION SPECIFICATIONS Maximum Allowed System Voltage ........... ................... ....................................... 1000 Vdc Compatible inverters ................................................ I All SolarEd�e Single Phase and Three Phase Inverters ........as ....... r-....-.....-.......... I Dimensions (W x L x H) / ( 128x152x27.5/5x5.97x1.08 128x152x35128x152x50/ mm/in ............................................. ......................................................... Sx5.97x137 5x5.97x1.96 Weight (including cables) .................. ...... ................. .... .......... I 630/1.4 I 750/1.7 I 845 /1:9 I . . ....................... ..... .. . . ......... .... .................... ...... �r / Ib Input Connector ............................................ ..................... / I MC4 Compatible MC4 P I MC4 Compatible I. . Am henol AH4 ........... Double Insulated; Output Wire Type / Connector I Double Insulated; MC4 Compatible I / Double Insulated; MC4 Compatible . .. . . pMC4 Am henol AH4 . . .... .................... ..... Output Wire Length I ............................................ 0.95 / 3.0 I ....................: 1.2 / 3.9 .............................................................. . Operating Temperature Range 1 40 +85 / 40 - +185 , I ... ..................... .. . ...`C / .F ...... Protection Rating I ................ IP68 / NEMA6P Relative Humidity I 0 100.................................................I..... .................................................... ° Ill Rated STC power of the module. Module of up to +5% power tolerance allowed. ...... PV SYSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTER1�1131 SINGLE PHASE THREE PHASE 208V THREE PHASE 480V HD -WAVE Minimum String Length (Power O P ) timizers....................................................................................... 8 10 18 ........................... ....................................... MaximumString_Length ( __ (Power O timizers) 25 (— 25 I 50— ............................................................................................. Maximum Power per String 5700 (6000 with 5250 6000 12750 W ..-.. .............. SE7600H _US�.......................................................................... Parallel Strings of Different Lengths e or Orientations .................................................................................... e5.................................................................. pl For detailed string sizing information refer to: http://www.solaredge.com/sites/default/files/string_sizing_na.pdf. I3I It is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. City of solar -.. SolarEdge Power Optimizer Module Add -On For North America P300/ P320/ P370/ P400/ P405 PV power optimization at the module -level — Up to 25% more energy — Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization — Fast installation with a single bolt — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -I SRAEL- TURKEY -SOUTH AFRICA -BULGARIA -INDIA wwwsolaredge.us DocuSign Envelope ID: 2641C720-21F9-4CE0-A2DA-A9D83076E898 a,sunrua May 20, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-710SLIN; Plan Set: Rev B, Dated 5/17/2019 Client: Bea Slingsby Address: 3710 Teller St, Wheat Ridge, CO, 80033 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x4 Rafter @ 24" OC. The roof is sloped at approximately 26 degrees and has a max rafter span of 7'9" between supports. Design Criteria: • 2012 International Building Code Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Jason Brown, P. Civil Engineer Sunrun, Inc s +4pat.eeSrA)K VA DoeuSignedpby: Q A 9� y 49349 1C 18CA9954A69944F... 5/20/2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 2641C720-21 F9-4CE0-A2DA-A9D83076E898 a,sunrun Structural Calculations for the Bea Slingsby Residence PV Installation Date: 5/20/2019 Job Address: 3710 Teller St Wheat Ridge, CO, 80033 Job Number: 50111-710SLIN Scope of Work 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 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 135 mph Exp. = C PV Dead Load: Sincerely, Jason Brown, P.E. Civil Engineer Sunrun, Inc DPV = 3.0 psf DoeuSigned by: Cu 16CA9954A69944F... 5/20/2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 2641C720-21 F9-4CE0-A2DA-A9D83076E898 Engineer: JRB Date: 4/29/2019 Job: 50111-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 2 of 5 Structrure Geomet Mean Roof Height, h" = 12 ft Eave Height, he = 8 ft Buiding Length, L = 30 ft Building Width, B = 30 ft Module Area = 20 ftZ Roof Pitch, 0 = 26 degrees Live Load: Roof Live Load, Lr = 20 psf Equation 4.8-1 Snow Load Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, k = 1.00 Table 1.5-1 Thermal Factor, Cc = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, C5 = 1.00 Figure 7-2c Flat Snow Load, Pf = 20.8 psf Equation 7.3-1 Sloped Roof Snow Loads, Ps = 20.8 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.05 Unbalanced Width = 5.48 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 38.73 psf Fig 7-5 Wind Load: Basic Wind Speed (3s -gust), V = 135.0 mph Figure 26.5-1A Uplift (0.6W) Downward (0.6W) Building Occupancy Category = 2 Wind Importance Factor, Iw = 1.00 Exposure Category = C Topographic Factor, KzT = 1.00 Velocity Pressure, qh = 33.71 Edge Zone, a = 3.00 ft Table 1.5-1 Table 1.5-2 Sec 26.7.3 Equation 26.8-1 Equation 30.4-1 City Ot Figure 30.5-1 Zone 1(psf) Zone 2 (psf) Zone 3 (psf) GCp = -0.84 -1.55 -2.43 P30.4 = .6 x qh x GCPzone = -16.99 -31.35 -49.05 GCp = 0.43 0.43 0.43 P30.4 =.6 x qh x GCPzone = 9.60 9.60 9.60 Dead Load: Roof (1): Wheat Ridge Table 30.4-2 ilding Division Equation 30. 0 -1 Table 30.4- Equation 3 .4 Roof Walls - Exterior Composition Shingle 3.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x4 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 10.0 psf Total Wall DL = 46.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 I P 949.393.0993 DocuSign Envelope ID: 2641C720-21F9-4CE0-A2DA-A9D83076E898 Roof (2): Engineer: JRB Date:4/29/2019 Job: 501R-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 3 of 5 Roof Walls - Exterior = 2x4 Rafter @ 24" OC Composition Shingle 3.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 20 Studs @ 16" 2.0 2x4 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 10.0 psf Total Wall DL = 46.0 psf Roof (1) Framing Check: Roof Framing = 2x4 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.75 ft b = 1.5 in d = 3.50 in Moment of Inertia, Ix = 5.36 in Section Modulus, Sx = 3.06 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, Fv' = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cf. Ci Cr 1.00 1.50 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 ft' PV Dead Point Load, PD = Ppv x At = 36 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(B) = 203 Ib Mb(wind_up) = 73 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi xCr = 2484 psi Mallowable = Sx x Fb' (wind) = 634 Ib -ft > 73 OK Load Case: DL+0.6W (CD =1.6) 0% Pdown = Pnet x At + PD x COS(B) = 162 Ib OX4 Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XC XCr = 2484 psi lb -ft N1W ttd9s Mallowable = Sx x Fb' (wind) = 634 Ib -ft > 279 O��SOOn R 9 V Load Case: DL+0.75(0.6W)+0.755 (CD =1.6) �. Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 247 1 b Mb(wind-snow) = 454 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2484 psi Mallowable = Sx x Fb' (snow) = 634 Ib -ft > 454 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 I P 949.393.0993 DocuSign Envelope ID: 2641C720-21F9-4CE0-A2DA-A9D83076E898 Load Case: IDL +S (CD =1.15) Roof Snow Distributed Load, wSL = Psnow = Ps At = Mb(snow) = Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = Mallowable = Sx X Fb' (snow) = Roof (2) Framine Check 42 plf 247 lb 416 Ib -ft 1785 psi 456 lb -ft > Engineer: JRB Date: 4/29/2019 Job: 501R-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 4of5 416 OK Roof Framing = 2x4 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.75 ft b = 1.50 in d = 3.50 in Moment of Inertia, Ix = 5.36 in Section Modulus, Sx = 3.06 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, F� = 180 psi CD (Wind) CD (Snow) Cls CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cf. Ci Cr 1.00 1.50 1.00 1.00 1.15 Roof (2) Framing Check Continued: PV Tributary Width, Wpv = PV Tributary Length, Lpv = PV Tributary Area, At = PV Dead Point Load, PD = Ppv x At = Roof Distributed Load, wDL = Load Case: 0.6DL+0.6W (CD = 1.6 Roof Zone = Pup = Pnet x At + 0.6 x PD x cos(B) = Mb(wind_up) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = Mallowable = Sx X Fb' (wind) = Load Case: DL+0.6W (CD =1.6 Pdown = Pnet X At + PD X COS(e) = Mb(wind_down) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = Mallowable = Sx X Fb' (wind) = Load Case: DL+0.75(0.6W) + 0.75S (CD =1.6 5.50 ft 2.00 ft 11.00 ft2 30 Ib 13 plf 1 169 Ib 174 Ib -ft 2484 psi 634 Ib -ft 135 Ib 279 Ib -ft 2484 psi 634 Ib -ft > 174 > 279 Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 206 Ib Mb(wind_snow) = 454 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2484 psi Mallowable = Sx x Fb' (snow) = 634 Ib -ft > 454 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 OK CAW of Whe°; Rtd9e D"Jtst0n OK DocuSign Envelope ID: 2641C720-21 F9-4CE0-A2DA-A9D83076E898 Engineer: JRB Date: 4/29/2019 Job: 50111-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 5 of 5 Load Case: DL+S (CD =1.15) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 206 Ib Mb(snow) = 416 lb -ft Fb' (snow) = Fb XCD XCLs XCM XCt XCL XCF XCfu XG xCr = 1785 psi Mallowable = Sx x Fb' (snow) = 456 Ib -ft > 416 OK Rafter Attachments: 0.6D+0.6W (Zone 21 Puplift = At x Pnet = 392 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: > 392 OK Table 11.2A - NDS > 392 OK %increase = (Wtotal + Warray) / Wtotai = 51133 *100%-100% = 1.33% ** 50460 **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. City of Wheat Ridge 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 = 13 Awallexisting = 960 ftZ Wpanel_tot = 546 lb Wwallexisting = 44160 lb Wbos = 127 lb Wtotal = 50460 lb Warray = 673 Ib %increase = (Wtotal + Warray) / Wtotai = 51133 *100%-100% = 1.33% ** 50460 **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. City of Wheat Ridge 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION SYSTEM SIZE: 3770W DC, 3800"BLK • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2012, MUNICIPAL CODE, AND SOLAR MODULES • MODULES: (13) REC SOLAR: RE ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE 13 Q PV -1.0 COVER SHEET PV -2.0 SITE PLAN • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017, • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. • INVERTER(S): • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV -3.0 LAYOUT PV -4.0 ELECTRICAL (1) SOLAREDGE TECHNOLOGIES: SE380OH-US WITH GROUNDED IN THE INVERTER. REVENUE GRADE METERING • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SNR B MOUNT • RACKING: • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB -PANEL SNR A MOUNT PV -5.0 SIGNAGE SNAPNRACK RL; FLASHTRACK COMP. SEE DETAIL • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. SD -00708 • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE 11 MODULES, ARE CLASS A FIRE RATED. LC PV LOAD CENTER ® CHIMNEY • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER ATTIC VENT • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. .�'� y�� f • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. • 15.17 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. FLUSH ATTIC VENT PM DEDICATED PV METER too I PVC PIPE VENT COMMUN(TN Dm opAtwf (� APPROVED `J S • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE LIMITED TO 80 VOLTS WITHIN 30 SECONDS OF A RAPID SHUTDOWN INITIATION. -) INVERTER(S) WITH 0 METAL PIPE VENT INV INTEGRATED DC Reviewed for Code Comtslis�ee DISCONNECT AND AFCI ® T -VENT AC Notes: AC AC DISCONNECT(S) 1)Verify or provide supplemental ground rod or 0 SATELLITE DISH ` Wass rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(8). DC ❑ DC DISCONNECT(S) FIRE SETBACKS Fwminer p� JJ ''x"'"101 alnnli �aotbeasuance Of•��•1 n Mrow^131�rifKionto and computations shot] rrof 6e o p[nnif for, w an a�iyrarl0t¢ any v; -,lotion la 3)Bond P/V panels to the building Grounding Electrode Svstem per 2017 NEC Art. 690(A). CB COMBINER BOX HARDSCAPE M � >f ■ any of the provisions 0/the Wkfing code or ofmy coollb onces. Perrrrits � J Presuming to give authority to vidote of eo worthe o , w- i of the BwNmg Codes orother ardmoncesofOwOtyshouewteewe" F —1 INTERIOR EQUIPMENT — PL— PROPERTY LINE LE I SHOWN AS DASHED SCALE: NTS sunrun A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION DC DIRECT CURRENT EC #7080, ME #30603 - - 4 (E) EXISTING a - EXT EXTERIOR 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303. FIRM FRAMING FAX 9629527 �Wells Fargo Bank SaintaCalholcChurPete, and ul s ractcly Stevens INT INTERIOR CUSTOMER RESIDENCE: C! Roman Cathdie Church Elementary School �M' LBW LOAD BEARING WALL BEA SLINGSBY " "'° MAG MAGNETIC 3710 TELLER ST, WHEAT RIDGE, MSP MAIN SERVICE PANEL CO, 80033 Wheat eiayecyQry -Hca a �lsBreG �u <i n -- o,.,•. - (N) NEW chase ¢„nh waeinA�e _, Qclwrfy� ,,r,,,, NTS NOT TO SCALE TEL. (303) 422-3728 OC ON CENTER APN #: 24794 � 3710 Teller Street PRE -FAB PRE -FABRICATED PROJECT NUMBER: - PSF POUNDS PER SQUARE FOOT m PV PHOTOVOLTAIC 501R-710SLIN a TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex3 TYP TYPICAL V VOLTS PEDRO GARCIA W WATTS SHEET COVER SHEET REV NAME DATE COMMENTS REV -.B 5/17/2019 PAGE PV -1 GO ale— .0 ARRAY TRUE MAG PV AREA SITE PLAN - SCALE = 3/32" = V-0" PITCH AZIM AZIM (SOFT) ® (E) DETACHED AR-01 26° 270° 261' 179.7 STRUCTURE AR-02 26° 90° 81° 53.9 PL a PL pi p � d d ° a 4° d d a °° d d. d v 4 a a' d a d ° 4 d Q 4 d 4 d d a LLI a d.. ° d ° 4 v. d d C d d 4 ad 4. 44 " a ° c dd d 4 d (E) GATE v d. 4 � T a (E) GATE 0 _0 - (N) ARRAY AR-02 J a (N) ARRAY AR-01 (E) FENCE B sunrun J (E) SKYLIGHT (E) RESIDENCE a EC #7080, ME #30603 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577 9629 FIRE SETBACKS CUSTOMER RESIDENCE: (3' TYP) BEA SLINGSBY 3710 TELLER ST, WHEAT RIDGE, J CO, 80033 a TEL. (303) 422-3728 MP APN #: 24794 FlN AC ow PROJECT NUMBER: V Hil PM SE �1heage 501R-710SLIN PL PL PL PL PL PL PL PL D�Vn DESIGNER: (415) 580-6920 ex3 PEDRO GARCIA r SHEET SITE PLAN REV: B 5/17/2019 PAGE PV-2.0 nnnn C;n'n Fnvclnnc In. 9Rd1('79n_91Fa_A('Fn_A9nA_AanRQn7RFROR ROOF TYPE MOUNTING DETAIL ROOF HEIGHT ROOF EXPOSURE FRAME MATERIAL FRAME TYPE FRAME SIZE MAX FRAME SPAN OC SPACING ROOF EDGE ZONE MAX PEN SPACING MAX MOD. OVERHANG DESIGN CRITERIA MODULES: AR -01 COMP SHINGLE FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY ATTIC WOOD RAFTER 2 X 4 T- 9" 24" 3.2' 4'- 0" l'- 4" REC SOLAR: REC290TP2 BLK AR -02 COMP SHINGLE FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY ATTIC WOOD RAFTER 2 X 4 7' - 9" 24" 3.2' 2 - 0" 1' - 4" MODULE DIMS: 65.94" x 39.25" x 1.49" (38mm) D1 - AR -01 - SCALE: 1/4" = 1'-0" PITCH: 26° AZIM: 270° } B MODULE CLAMPS: Portrait: 8.2" - 16.4" Landscape: 0" - 9.75" MAX DISTRIBUTED LOAD: 3 PSF T-7" I 22'-2" i SNOW LOAD: 30 PSF 3' WIND SPEED: 105 MPH 3 -SEC GUST. LAG SCREWS: NOTE TO INSTALLER APPLIES 5/16"x5.0": 2.5" MIN EMBEDMENT T-4'TYP WHERE INDICATED( YP): NOTE: ---- MAX PEN. SPACING = 2'- 0" INSTALLERS TO VERIFY RAFTER MAX OVERHANG = l'- 4" SIZE, SPACING AND SLOPED — — — — — — — — — — — — — — — — — — — — — — SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE _ PROCEEDING. PENETRATION SPACING: N118'_10" FULLY STAGGERED ROW SPACING: 1.00" BETWEEN ROWS COLUMN SPACING: ----------------------- r i 0.75" BETWEEN COLUMNS '-10" 91-1011— D2 - AR -02 - SCALE: 1/4" = 1'-0" D2 PITCH: 26° AZIM: 90° 12' 10'-10" sunrun 9'-11" 31_211 EC #7080, ME #30603 2' TYP - O 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577.9629 1069® CUSTOMER RESIDENCE: BEA SLINGSBY 5'-6" piv�s'00 vili\00" T 3710 TELLER ST, WHEAT RIDGE, CO, 80033 1'-6" I TEL. (303) 422-3728 APN #: 24794 PROJECT NUMBER: 501 R-710SLIN 4'-T' 91 8'-11" 13'-5" 4'-7" ,U0 tlC�,ys �... e•.. DocuSigne y: .� R84 Ca,4AW - �s 18CA9954 944 49349-" 5/20/2019 �y _ -+�°' �4fi'� A\ DESIGNER: (415) 580-6920 ex3 PEDRO GARCIA SHEET LAYOUT 20'-9" 5/17/2019 rPAGE V-3.0 SEE SITE PLAN FOR NORTH ARROW StoNA.� 120/240 VAC SINGLE PHASE SERVICE #: # CONDUIT CONDUCTOR NEUTRAL OMETER M XCEL W2656704 1 NONE (2) 10 AWG PV WIRE UTILITY (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 GRID EXISTING (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 1 200A MAIN (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 CBREAKER (1) 8 AWG THHN/THWN-2 EGC/GEC 1 (END FED) EXISTING 200A SOLAREDGE TECHNOLOGIES:` MAIN (N) LOCKABLE SE380OH-US WITH REVENUE —' PANEL (N) DEDICATED BLADE TYPE GRADE METERING FACILITY PV KWH METER AC DISCONNECT 3800 WATT INVERTER JUNCTION BOX PV MODULES LOADS 4 4 3 2 OR EQUIVALENT 1 REC SOLAR: REC290TP2 BLK / (13) MODULES M o�� �•' R— OPTIMIZERS WIRED IN: (1) SERIES OF (13) OPTIMIZERS FACILITY 2OA PV _ GROUND 240V METER SOCKET SQUARED LOAD RATED DC DISCONNECT BREAKER AT 200A CONTINUOUS DU221 RB WITH AFCI, RAPID SHUTDOWN SOLAREDGE POWER OPTIMIZERS OPPOSITE END WITH LEVER BYPASS 3R, 30A,2P COMPLIANT P320 OF BUSBAR [MAX 10' FROM 120/240VAC UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 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 4 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 NOTES TO INSTALLER: 1. 13 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 20 AMP PV BREAKER TO MAIN PANEL. 3. FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). 3)Bond P/V panels to the building Grounding Electrode System per 2017 NEC Art. 690(A). MODULE CHARACTERISTICS 3770 W P320 OPTIMIZER CHARACTERISTICS: 13 V REC SOLAR: REC290TP2 BLK: 290 W MIN INPUT VOLTAGE: 8 VDC City 01 OPEN CIRCUIT VOLTAGE: 38.8 V MAX INPUT VOLTAGE: 48 VDC 15 A MAX POWER VOLTAGE: 32.1 V MAX INPUT ISC: 11 ADC whe0tRW98 SHORT CIRCUIT CURRENT: 9.71 A MAX OUTPUT CURRENT: 15 ADC �sna pwision SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 3770 W SYSTEM OPEN CIRCUIT VOLTAGE: 13 V SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 9.92 A SYSTEM SHORT CIRCUIT CURRENT: 15 A ZtWARNING 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: 690.17(E), NEC 2014: 690.17(E), NEC 2011: 690.17(4) WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC 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) ZEWARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS SYSTEM J LABEL LOCATION: LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF UTILITY SERVICE METER AND MAIN APPLICABLE). SERVICE PANEL. PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) 705.12(D)(4) ZEWARNING INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) va:19■r•ir•�irr.. 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 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 INVERTER 1 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. LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): NEC 2017: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 3.5" A SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSffION 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) CAUTIONIII POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS ON ROOF SERVICE ENTRANCE AND - PV BREAKER DISCONNECT INVERTER (EXT) PV PRODUCTION METER -I`- RAPID SHUTDOWN 3710 TELLER ST, WHEAT RIDGE, CO, 80033 r Ci{y of ,VhQpt V490 SNAPNRACK RL FLASHTRACK COMP MOUNTING 5/16" UMBRELLA LAG SCREW MUST EMBED 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER 5/16" UMBRELLA LAG SCRE% 5/16" STAINLESS STEEL UMBRELLA LAG SCREW 2-1/2" MINIMUM EMBEDMENT FLASHTRACK COMP COMP FLASHING (HATCHED) DETAIL A COMP FLASHING SLIP FLASHING UNDER SHINGLE ABOVE ROOF RAFTER (TYP.) ROOF ATTACHMENTS SHALL ROOF SHEATHING, UNDERLAYMENT, ALWAYS BE EMBEDDED INTO AND ROOFING MATERIAL (TYP.) ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS -TRACK COMP 4BRELLA GASKET HADED GRAY) )OF SHEATHING FLASHING SHOULD EXTEND TO END OF SHINGLE COURSE FLASHTRACK COMP REVISION: A 6/19/2017 NEW ITEM GTV COMPLETED INSTALLATION SECTION VIEW FLASH TRACK SHOULD BE ORIENTED NO MORE THAN 3 DEGREES FROM PARALLEL TO RAFTER Tl r Tnir RA 11-T AI ROOF DECKIN4 °I Whew Ridge r\,.A;na Division 2-1/2" MIN. EMBEDMEI INTO STRUCTURAL ME COMPLETED INSTALLATION ��� N ���nSunrun South LLC DESIGNER: G.McPheeters SCALE: NTS PART NUMBER: DESCRIPTION: REV l�J]Z 595 MARKET STREET, 29TH FLOOR • SAN FRANCISCO, CA 94105 USA PHONE (415) 580-6900• FAX (415) 580-6902 DRAFTER: G.Viscuso SD -00708 PENETRATION DETAIL, FLASHTRACK COMP THE INFORMATION IN THIS DRAWING IS CONFIDENTIALAND PROPRIETARY. ANY DATE: 6/19/2017 REPRODUCTION,DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE APPROVED BY: G.MCPheeters WRITTEN CONSENT OF SUNRUN SOUTH LLC. City of Wheat Ridge Residential Solar PERMIT - 201900833 PERMIT NO: 201900833 ISSUED: 05/02/2019 JOB ADDRESS: 3710 Teller St EXPIRES: 05/01/2020 JOB DESCRIPTION: Residential solar, roof mount, flush mount, grid -tied. 4.35 and kW:15 solar PV. *** CONTACTS *** OWNER (303)422-3728 SLINGSBY BEA *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,134.00 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, 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 a thorized to include all entities named within this document as parties to the work to be performed and that all work be perfors disclosed in this document and/or its' accompanying approved plans and specifications. -- cZL2eIq Signature of OWNER or(CONT ACT_. OSI �(�Circle one) Date 1. This permit was issued base an�tie information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. erm 3. If this pit 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 Budding Off-cial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat f ge COMMUNI I Y DI VI'lOPMt N t 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(cD-ci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Y/,501 2-Z)[ Plan/Permit # c�01'�OnF33 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: 3710 Teller St Wheat Ridge CO 80033 Property Owner (please print): Bea Slingsby Phone: 303-422-3728 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: , State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor Name: Sunrun Installation Services Phone: City of Wheat Ridge License M 070159 Phone: 303-577-9628 Contractor E-mail Address:-colorado.permifting@sunrunhome.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Thomas M. Brook Phone: 720-537-0235 CONTACT EMAIL(please 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 4.35 Sq. FULF BTUs kW Solar PV Gallons Amps Squares For Solar: 4.35 Kw 15 # 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) 8134 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) (CONTRACTO or (AUTHOR ED REPRE NTATIVE) of (OW=(CONTRACTOR) Signature (first and last name): DATE: Printed Name: Thomas M. Brook ZONING COMMMENTS: Reviewer: BUILDIN EPARTMENT COM Revie r: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 07/6 000" REE TWINPEAK 2 ,t d r SERIE5 PREMIUM SOLAR PANELS 100% MADE IN SINGAPORE REC TwinPeak 2 Series solar panels feature an innovative design with high panel efficiency and power output, enabling customers to get the most out of the space used for the installation. Combined with industry-leading product quality and the reliability of a strong and established European brand, REC TwinPeak 2 panels are ideal for residential and commercial rooftops worldwide. INTEGRATED MANUFACTURING IN SINGAPORE < D> WAFERS 1675±25 (65.94 30.11 _ *28[1.1] 910 (358] __.._ _..�_..- 3825 [5.05] ❑ 900900 [may a N o ,130.2 1 [0.43 308] 20.5305 [0.28 30.08] , ..-a 1200 [47] - car�� - a„ T .--a-- 45 [15] Measuremeirtsbmml'n] 138 [151 EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY zTy*RRFF US IMPORT DUTY FREE TEMPERATURE RATINGS Nominal operating cell temperature(NOCT) 44.6"C(±2°C) Temperature coefficient ofP,r,p -0.36%/°C Temperature coefficient of Voc -0.30 %/°C Temperature coefficient oflsc 0.066%/°C Nominal Power-PMPp(Wp) 275 280 285 290 295 Cell type: 6 strings of 20 REC HC multicrystal line PERC Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/-4.5 0/+5 Glass: 0.13"(3.2 mm) solar glass with Nominal Power Voltage -Vti,PP(V) 31.5 31.7 31.9 32.1 32.3 anti -reflective surface treatment Nominal Power Current -IMpp(A) 8.74 8.84 8.95 9.05 9.14 Backsheet: Highly resistant polyester polyolefin construction Open Circuit Voltage -Voc (V) 38.2 38.4 38.6 38.8 39.0 Frame: Anodized aluminum Short Circuit Current- Isc (A) 9.52 9.61 9.66 9.71 9.76 (Available insilverorblack) Panel Efficiency(%) 16.5 16.8 17.1 17.4 177 Junction box: IP67 rated, 3-partwith 3 bypass diodes 12 AWG (4 mm2) PV wire, 35"+47"(0.9 m +1.2 m) Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m2, cell temperature 25°C). Atlowirradiance of 20OW/m2(AM15 and cell temperature 2S*C) at least 95%of theSTCmoduleefficiency will beachieved. Connectors: StaubliMC4PV-KBT4/PV-K5T4, "Where xxx indicates the nominal power class (P.) at STC above, and can be followed by the suffix BLKforblack framed modules. 12 AWG (4 mm2) Origins: Silicon: Made in USA & Norway ELECTRICAL DATA@ NOCT Product Code*: RECxxxTP2 Wafer/Cell/Module: Made in Singapore MAXIMUM RATINGS Nominal Power- Pm, (Wp) 206 210 214 218 223 Operational temperature: -40...+185°F(-40...+85"C) Nominal Power Voltage -VMPP(V) 29.2 29.4 29.6 29.8 30.0 Maximum system voltage: 1000V Nominal Power Current- Im, (A) 7.07 7.15 7.24 7.32 7.43 Design Loads: (+)75.21bs/ft2(3600Pa) Open Circuit Voltage -Voc (V) 35.4 35.6 35.8 36.0 36.2 (-)33.4lbs/ft2(1600Pa) Short Circuit Current-15C(A) 7.52 7.59 7.68 7.75 7.85 Ref er to installation manual Nominal operating cell temperature NOCT (800 W/m� AM 15, windspeed 1 m/s, ambient temperature 20°C). Max series fuse rating: 20A *Merexxx indicates the nominal POWeFclass (P.)at5TC above, andcan be followed bythe suffix BLKfor blackframed modules_ Max reverse current: 20A VE l0 year product warranty Dimensions: 65.9x39.25x1.5(1675x997x38mm) C/ oats C ❑ &C 25 year linear power output warranty Area: 1798 ft2 (1.67 m2) (max. degression in performance of 0.7%p.a. from 97% after UL1703, Fire classification Type 2IEC 6121S,IEC 6173Q the first year) Weight: 40.8 lbs (18.5 kg) IEC61701(Salt Mist -severity level 6), IEC 62804(PIDFree), IEC 62716 (Ammonia Resistance),ISO 11925-2 (Ignitability Class 1), See warranty conditions forfurther details. UN18457/9174 (C lass A), 15090012015, 15014001, OHSA518001 Notel Specifications subject to change without notice. Gtr 0% pp V�"eotR`d9® R C C t erg www.recgroup.com I 0 n 0 0 0 Z: Solar=eg . Single Phase Inverters for North America up SE3000H-US/ SE3800H-US/ SE5000H-US/ SE6000H-US/ SE7600H-US/ SE I 0000H -US / SE1140OH-US j SE300OH-US j SE38WH-US I SE5000H-US SE6000H-US I SE760OH-US I SE1000OH-US I SE1140OH-US I Rated AC Power Output 3000 3800 @240V 1 1 33PPRZQW. I 5000.. 6000 1 7600 10000 T 11400 VA ......................... .... Max. AC Power Output .... I ..... ... 3000 . ..... 1 3800 @240V 1 ... 5000 ... I - -- -i 6000� ................ 7600 I .......... ...... 10000 ......... I ....... 11400 ........... VA *Aif du't*pu*t'Vo* it'ig Voltage lr�'*N'o'm' ............ ................ .. .... .. .... .............. ..... ...... . .............. .. ........... Max...(18.37.20.8.-.2.29) ............... ................ . .....8:5.... ........ ......16:5...... 29 Vac AC Output Voltage Min. -Nom.- ✓✓✓✓Vac ..... ....... .......... ....... ..?7.............N-5..... ....................... .... Adc Yes ax. (211 - 240,;264),.,,,,,,,,., - ........................ ...... ......... . .............. ............................. ....... * . ........ * ........... .Maximum Inverter Efficie...n.c. ........... 99 AC Frequenry (Nominal)�4,1 ...... .......... * ...... CEC Weighted Efficle c .............. - 60 - 60*141 ......... I ... .... ................ ** ......... Hz Maximum Continuous Output ...................................... < 2.5 ...................... ........ ....... W I ....... ...... ........... .. ................. ........... RS485, Ethernet, ZigBee (optional), Cellular (optional) 16 24 1 1. ........... I ........................ R�qq�!( . 2j .......... ........................................... ......... A Maximum Continuous Output ... ............ .... .... -1 ... 1. 1 1., � ... .... � � .. i .... ........... ................. ........ ........ ........... .qR"qt 12.5 16 21 1 25 32 42 47.5 A GFDI Threshold ........ ... ....... .. ......... ..... ..." ....... ................. ........... UttlltyMonitori . ng, I s la riding ............................ Protection, Country Configurable Yes Thresholds ..Maximum .D.C.Power . .......... .... .... 4650 5900 7750 9300 11800 I 15500 17670 W Transformer -less, Ungrounded.... yes Maximum !!In�.. ;?�imupp1;Yq"&�, ........... ............................. ........ ...... ...... . .............. ........... ................................ ........ . .. . . . . ...... 480 _.. ........ Vdc Nominal DCArpptVoltage ....... ........... ...... ...1..... . .... .-- 380 ..... ...... ......--.-..................... ................... ....... ..................... . .... Vi .. .... .. . ............... b ii� I...... I..... .............*......M��imuM . .. MaximuminputCurrerrt 2'Ty.... .....8:5.... ......i65......1......;?:�..... ......16:5...... 29 AqcMax: Input Short Grcuit Current .... ..... ....... .......... ....... ..?7.............N-5..... ....................... .... Adc Yes Ground -Fault Isolation Detection ............................. ........................................................................................... 6OOkQ Sensitivity ........... .Maximum Inverter Efficie...n.c. ........... 99 99:2 CEC Weighted Efficle c .............. .............................. ......................... ...................... Nighttime Power Consumption ...................................... < 2.5 ...................... ........ ....... W ADDITIONAL FEATURES Supported Communication Interfaces .. .... .. ... . I . . . ............................... RS485, Ethernet, ZigBee (optional), Cellular (optional) ev enu e Grade ANSI 62.26 ra il�b�ta, . ............ ** .................... ........... I ........................ R�qq�!( . 2j .......... ........................................... ......... Rapid Shutdown - NEC 2014 and ,)nl 7 rQn 17 ......................... .......................... Automatic Rapid Shutdown upon AC Grid Disconnect . ...... Safe tY ................ qL1711.SA, .U.L.169.9B,.CSA .C.22.?, �i?�Aqi.a.n.AFP, according tRT.,I:L, M- . ... ... ... . ... . .. . .. . . ... R? ........ .... ........... ..Grid .0 Connection Standards ......... IEEE1547' Rule 2 , Rule 14 . R ............................. ..... ........................................... k�.�. ...A .......... .......... Emissions I art 15 Class B Range............................... DC Input Conduit Size / # of Strings /AWq Rqpgq .................... Dimensions with Safety Switch (HxWxD) ..... I .................. ............. Weight with Safety Switch, , _ . _ . , . Noise ................... Cooling .................................... Protection Rating ................... ror other regional settings please contact Solar 131 Revenue grade Inverter P/N: SEo H-USODONA 141 For power de -rating information refer to: https O1 -0O version P/N: SEm H-ILISUOUNNU4 3/4" minimum/ 20-4 AWG .................................................. ...................... .. I ...... .......................... I.......... 3/4" minimum / 1-2 strings / 14-6 AWG 3/4" minimum/ 1-3 strings/ ........ I ........... ........ ........................................................ ...14-6 AWG.......................................... 1.3 x 14.6 21.3 x 14.6 17.7 x 14.6 x 6.8 / 450 x 370 x 174 x7.7/540x x7.3/540x in/mm ........ . _ ........... ... .j .4- 1 ......... ................... ... ... ........ ............22/,10ii ......... ...... ... ... H...... ........... 11.9 38.8 / 17;6 ... ..40:1./ 18:2... ..Ib / k ................ ............ . ... . ........ ....... ............. <.25 ................................ ............. I., ........ Natural Convection Natural convection and internal fan '(user. . ............ ....... I .............. I .............. ......... ................... nqPtqqqWq) ............ I .... ........... 1x1 ...... ................13.tot.140I (-40'F/ , 49.q R099)") ................................... ... F / -C NEMA 3R (Inverter with Safety "Y Switch) .. Edge support C2 ot f/www.solamdge.mm/sites/default/files/se-temperiture-demting-not�na.pdf OW *111001VId9e solar =@@ SolarEdge Single Phase for North America SE3000H-US / SE380OH-US / SE500OH-U SE760OH-US / SE1000OH-US / SE1140OH- 90 soter MM —HID, CAZ;- 'Val . 0 O 4 -r rte,. Optimized installation with HD -Wave technology Specifically designed to work with power optimizers Record-breaking efficiency Fixed voltage inverter for longer strings Integrated arc fault protection and rapid shutdown for NEC 2014 and 2017, per article 690.11 and 690.12 UL1741 SA certified, for CPUC Rule 21 grid compliance Extremely small High reliability without any electrolytic capacitors Built-in module -level monitoring Outdoor and indoor installation wave Optional: Revenue grade data, ANSI C12.20 Class 0.5 (0.5% accuracy) Simple configuration and commissioning with smartphone app and built in Wi-Fi (SE10000H-US, SE11400H-US) USA -CANADA -GERMANY -UK -ITALY -THE N ETHER LAN DS -JAPAN -CHINA -AUSTRALIA -ISRAEL -FRANCE -BELGIUM -TURKEY -INDIA -BULGARIA -ROMANIA -HUNGARY -SWEDEN- www.Solaredge.US SOUTH AFRICA -POLAND -CZECH REPUBLIC solar =@@ :e SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 I P320 f— P400 P405 (for 60 -cell mod- (for high-power (for higher -power (for 72 & 96 cell (for thin film 60 and 72 -cell ules) 60 -cell modules) __A..1-% modules) modules) INPUT Rated Input DC Power<u .......I ....................... 300 ; 320 370 400 405 ............. W Absolute Maximum Input Voltage d Voc at lowest tem erature 48 60 80 125 Vdc MPPT Operating Range ..................... 8: ................... ........8 - 60........ ........8 - 80........ 12:5.-105 ... Vdc Maximum Short Circuit Current (isc) ..........................................................I........... ..... ..... 10 11 10.1 ..............1........................................................................... .............. Adc Maximum DC Input Current .......... 12.5 13.75 12.63 ........................ . .............. Adc Maximum Efficlenq ....................................... ............ . 99 5 % WeightedEfficiency............................................................................... 98.8...................................................., .....%..... Overvo(tage Category OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 60 85 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power 1 Vdc Optimizer STANDARD COMPLIANCE EMC.......... FCC Part15 Class 6, IEC61000-6-2, IECb1000-6-3 Safet)r IEC62309-1(class II safety), UL1741 RoHS Yes INSTALLATION SPECIFICATIONS Max.imum.Allowed.System....Volt ..age 1000 .................................................................................................................................................... Compatible inverters All SolarEdge Single Phase and Three Phase inverters ............................... . ...................... ...................... Dimensions (W x L x H) 128 x 152 x 27.5 / 5 x 5.97 x 1.08 128x152x35/ 128x152x50/ Sx5.97x1.37 5x5.97x1.96 ...................... Weight (including cables) 630 / 1.4 750 / 1.7 845 / 1:9 ........................................I............ .......... ...................... Input Connector MC4 Compatible MC4/ MC4 Compatible Amphenol AHA ............................................. Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible Amphenol AH4 Vdc mm/in gr/Ib.... .............................. .............. OutputWire ............................................... 0... / .3..0 .......... . ..............................1...2./3.9 ..................... O eratln Tem erature Ran e P..............P...............&.......... ...... ........................................ 40.-+85/:40 +185 ��./..F.... Protection Rating ....... ................................ I ............. IP68 / NEMA6P................................................ .............. Relative Humidity ................................................. 0..100 % .............................................. . .............. tU Rated STC power of the module. Module of up to ♦5% power tolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE THREE PHASE 208V THREE PHASE 480V A SOLAREDGE INVERTERIzK'I HD -WAVE Minimum String Length 8 Power 0 timizers Maximum String Length Power O timrzers25 Maximum Power per String 5700 (6000 with 5250 ..... SE 7600H -US) ....... ................. . Parallel Strings of Different Lengths or Orientations tzi Fordetailed string sizing information refer to: http;//www.wiamdge.mm/sites/default/files/string_sizing_na.pdf. tal it is not allowed to mix P40S with P300/P370/P400/P600/P700 in one string. CW 01 solar =@@ SolarEdge Power Optimizer Module Add -On For North America P300 / P320 / P370 / P400 / P405 PV power optimization at the module -level �v L •powerpb, a ~ o F i,Veats a wa�anty a �• 1BziWn Up to 25% more energy —Superior efficiency (99.5%) — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading Flexible system design for maximum space utilization — Fast installation with a single bolt Next generation maintenance with module -level monitoring Module -level voltage shutdown for installer and firefighter safety USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL -TURKEY -SOUTH AFRICA -BULGARIA -INDIA www.solaredge.us DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 asunrun' April 30, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-710SLIN; Plan Set: Rev A.1, Dated 4/29/2019 Client: Bea Slingsby Address: 3710 Teller St, Wheat Ridge, CO, 80033 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x4 Rafter @ 24" OC. The roof is sloped at approximately 26 degrees and has a max rafter span of 7'9" between supports. Design Criteria: • 2012 International Building Code • Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C • Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Jason Brown, P. Civil Engineer Sunrun, Inc DocuSignedpby: a, �ti 16CA9954A69944F... 4/30/2019 133 Technology Dr., Suite 100, Irvine, CA 92618 1 city of Wheat Ridge ding Division P 949.393.0993 DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 &.sunrun Structural Calculations for the Bea Slingsby Residence PV Installation Date: 4/30/2019 Job Address: 3710 Teller St Wheat Ridge, CO, 80033 Job Number: 501R-710SLIN Scope of Work 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 House Geometry, Live Loads, Snow Load, Wind Loading, & Dead Loading 3 Roof (2) Dead Loading, Roof (1) Framing Check 4 Roof (1) Framing Check cont., Roof (2) Framing Check 5 Roof (2) Framing Check cont., Rafter Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: Live Load: Wind: PV Dead Load: Sincerely, Jason Brown, P.E. Civil Engineer Sunrun, Inc S = 30 psf LL = 20 psf Wind Speed Ult. (V) = 135 mph DPV = 3.0 psf EDoouSigned by: 18CA9954A69944F... 4/30/2019 Exp. = C 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 City of Wheat Ridge B► Ming Division DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 Structrure Geomet Engineer: JRB Date: 4/29/2019 Job: 50111-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 2of5 Mean Roof Height, h" = 12 ft Eave Height, he = 8 ft Buiding Length, L = 30 ft Building Width, B = 30 ft Module Area = 20 ft2 Roof Pitch, 0 = 26 degrees Live Load: Roof Live Load, Lr = 20 psf Equation 4.8-1 Snow Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, Is = 1.00 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, C5 = 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 Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.05 Wheat Rid90 Unbalanced Width = 5.48 ft Fig 7-5 Y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 38.73 psf Fig 7-5 Wind Load: uildin9 Division Basic Wind Speed (3s -gust), V = 135.0 mph Figure 26.5-1A Building Occupancy Category = 2 Table 1.5-1 Wind Importance Factor, IW = 1.00 Table 1.5-2 Exposure Category = C Sec 26.7.3 Topographic Factor, Kzr = 1.00 Equation 26.8-1 Velocity Pressure, qh = 33.71 Equation 30.4-1 Edge Zone, a = 3.00 ft Figure 30.5-1 Uplift (0.6W) Zone 1(psf) Zone 2 (psf) Zone 3 (psf) Composition Shingle 3.0 psf GCp = -0.84 -1.55 -2.43 Table 30.4-2 2.0 P30.4 = .6 x qh x GCPzone = -16.99 -31.35 -49.05 Equation 30.4-1 City of Downward (0.6W) 2.0 PV System, Ppv 3.0 GCp = 0.43 0.43 0.43 Table 30.4-2 Wheat Rid90 P30.4 =.6 x qh x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 uildin9 Division w Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 3.0 psf Brick 39.0 Af 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x4 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL= 10.0 psf Total Wall DL= 46.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 Roof (1) Framing Check Roof (2): Engineer: JRB Date: 4/29/2019 Job: 501R-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 3 of 5 Roof = 2x4 Rafter @ 24" OC Walls - Exterior = Doug Fir -Larch #2 Composition Shingle 3.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x4 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 10.0 psf Total Wall DL = 46.0 psf Roof Framing = 2x4 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.75 ft b = 1.5 in d = 3.50 in Moment of Inertia, Ix = 5.36 in' Section Modulus, Sx = 3.06 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, F�' = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.50 1.00 1.00 1.15 PV Tributary Width, Wpv = 3.30 ft PV Tributary Length, Lpu = 4.0 ft PV Tributary Area, At = 13.2 ft' PV Dead Point Load, PD = Ppv x At = 36 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(B) = 203 Ib Mb(wind_up) = 73 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XC, = 2484 psi Mallowable = Sx X Fb' (wind) = 634 lb -ft > 73 Load Case: DL+0.6W (CD =1.6 Pdown = Pnet x At + PD x COS(B) = 162 Ib Mb(wind_down) = 279 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XC, = 2484 psi Mallowable = Sx x Fb' (wind) = 634 Ib -ft > 279 Load Case: DL + 0.75(0.6W) + 0.755 (CD =1.6) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 247 Ib Mb(wind_snow) = 454 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi xCr = 2484 psi Mallowable = Sx x Fb' (snow) = 634 Ib -ft > 454 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 OK G�\V �t `Nheat 9:169e ,0n • dtr9 OK OK DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 Load Case: DL + S (CD =1.15 Roof Snow Distributed Load, wSL = Psnow = Ps At = Mb(snow) = Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = Mallowable = Sx X Fb' (snow) = Roof (2) Framine Check: 42 plf 247 Ib 416 Ib -ft 1785 psi 456 lb -ft > Engineer: JRB Date: 4/29/2019 Job: 501R-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 4of5 416 OK Roof Framing = 2x4 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.75 ft b = 1.50 in d = 3.50 in Moment of Inertia, Ix = 5.36 in Section Modulus, Sx = 3.06 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Sheer Stress, F� = 180 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.50 1.00 1.00 1.15 Roof (2) Framing Check Continued: PV Tributary Width, Wpv = 5.50 ft PV Tributary Length, Lpv = 2.00 ft PV Tributary Area, At = 11.00 ft2 PV Dead Point Load, PD = Ppv x At = 30 Ib Roof Distributed Load, wDL = 13 plf Load Case: 0.6DL + 0.6W (CD =1.61 Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x cos(6) = 169 Ib Mb(wind-up) = 174 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 2484 psi Mallowable = Sx x Fb' (wind) = 634 Ib -ft > 174 OK Load Case: DL+0.6W (CD =1.6) Pdown = Pnet x At + PD x COs(8) = 135 Ib Mb(wind_down) = 279 Ib -ft city Ot Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu xCi XCr = 2484 psi Mallowable = Sx x Fb' (wind) = 634 Ib -ft > 279 OK Ridge whept Load Case: DL + 0.75(0.6W) + 0.755 (CD =1.6) Roof Snow Distributed Load, wSL = 42 plf utlding piviston Psnow = Ps x At = 206 Ib Mb(wind—snow) = 454 lb -ft Fb' (wind) = Fb XCD XCLS XCM XG XCL XCF XCfu XCi XCr = 2484 psi Mallowable = Sx x Fb' (snow) = 634 Ib -ft > 454 K 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 53AA6BBF-5E18-4CD7-B8EF-226309AAE653 Engineer: JRB Date: 4/29/2019 Job: 50111-710SLIN Address: 3710 Teller St Wheat Ridge, CO, 80033 5 of 5 Load Case: DL + S (CD =1.15) Roof Snow Distributed Load, wSL = 42 pif Psnow = Ps x At = 206 Ib Mb(snow) = 416 lb -ft Fb' (snow) = Fb XCD xCLs XCM XCt XCL XCF XCfu XG xCr = 1785 psi Mallowable = Sx x Fb' (snow) = 456 Ib -ft > 416 OK Rafter Attachments: 0.6D+0.6W (Zone 21 Puplift = At x Pnet = 392 Ib Connector Uplift Capcity per SnapNRack Test Results = 600 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: > 392 OK Table 11.2A - NDS > 392 OK %increase = (Wtotal + Warray) / Wtotal = 51237 *100%-100% = 1.54% ** 50460 **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. City of WtIeat Ridge 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 900 ft2 Wpanel = 42 Ib Wroofexisting = 6300 lb NUmpanel = 15 Awallexisting = 960 ft2 Wpanel_tot = 630 Ib Wwallexisting = 44160 lb Wbos = 147 lb Wtotal = 50460 lb I Warray = 7771b %increase = (Wtotal + Warray) / Wtotal = 51237 *100%-100% = 1.54% ** 50460 **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. City of WtIeat Ridge 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION —SOLAR MODULES • SYSTEM SIZE: 4350W DC, 380OW AC • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2012, MUNICIPAL CODE, AND PV -1.0 COVER SHEET • MODULES: (15) REC SOLAR: REC290TP2 BILK ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. nSE SERVICE ENTRANCEa—IT —0 PV -2.0 SITE PLAN • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. LAYOUT (1) SOLAREDGE TECHNOLOGIES: SE380OH-US WITH • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017.PV-3.0 REVENUE GRADE METERING • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY a MAIN PANEL • RACKING: GROUNDED IN THE INVERTER. SNR B MOUNT PV -4.0 ELECTRICAL PV -5.0 SIGNAGE SNAPNRACK RL; FLASHTRACK COMP. SEE DETAIL • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SD -00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB -PANEL SNR A MOUNT • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE 1, OR TYPE II MODULES, ARE CLASS A FIRE RATED. LC PV LOAD CENTER CHIMNEY • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT s� V • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER I • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • • 9.71 AMPS MODULE SHORT CIRCUIT CURRENT. 15.17 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. FLUSH ATTIC VENT PM DEDICATED PV METER • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). PVC PIPE VENT p r CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INVERTER(S) WITH ® METAL PIPE VENT LIMITED TO 80 VOLTS WITHIN 30 SECONDS OF A RAPID SHUTDOWN INITIATION. INV INTEGRATED DC DISCONNECT AND AFCI ® T -VENT AC AC DISCONNECT(S) A T SATELLITE DISH DC DISCONNECT(S) FIRE SETBACKS NAFz Notes: 1)Verify or provide supplemental ground rod or Cg COMBINER BOX [Ed HARDSCAPE rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC F —1 INTERIOR EQUIPMENT — PL— PROPERTY LINE Art. 250.104(13). 3)Bond P/V panels to the building Grounding LE a SHOWN AS DASHED SCALE: NTS Electrode Svstem per 2017 NEC Art. 690iA1. AMPERE sunrunA AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION EC #7080, ME #30603 DC (E) DIRECT CURRENT EXISTING 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 EXT EXTERIOR PHONE 303.577.6527 `a y McDonald's P a b A FIRM FRAMING FAX 303.577 9629 CUSTOMER RESIDENCE: QWells Fargo Bank �C^Ys'� PjdPre INT INTERIOR Saint Peter and Paul P nryQ Stevens Raman Catholic Church -%%;11CU��, .� �EVEtOi'MENT LBW LOAD BEARING WALL BEA SLINGSBY ElementarySchor�l ^ S� /'� MAG MAGNETIC 3710 TELLER ST, WHEAT RIDGE, CO, 80033 APPROVED MSP MAIN SERVICE PANEL Wheat Ridge Cyclery Celoraco?lus Brew - 9PubandTapt,ouse q Reviewed Comuliaou (N) NEW 422-3728 Chase Hank o NTS NOT TO SCALE TEL. (303) ` MhMe QClancys Inch Pub OC ON CENTER APN #: 24794 3710 Teller street o t qV S PRE PSF -FAB PRE -FABRICATED POUNDS PER SQUARE FOOT PROJECT NUMBER:n 501 R-710SLIN PV PHOTOVOLTAIC Date TL TRANSFORMERLESS DESIGNER: (415) 580-6920 ex3 V*_Wi"•t,..,.r,,,ea„ar&.,,ofp#! 3Pr'4k0@WM TYP TYPICAL PEDRO GARCIA w sore nvr w inn a... and t rp sho�l�saw 6e•/{YI1Nt for, w an approvol of, aar vtobob. to V VOLTS 'N i -M PI �,/oartauons OMV %OwO rft60NOW Code ar of a -v cay a/dwmm.ftysaft W WATTS SHEET A—rift+awrweliwfttoU"*cicometthevromoma/ftaww REV NAME DATE COMMENTS n W s is" ysn,t- codes doNerw*wncesartatrydeoPWbewFd. COVER SHEET wasnn.c = e VJ351ht, ; ty saPPNq REV: A.1 4/29/2019 4 - l ma w sn^a,e PAGE PV -1.0 f Go -,gle ARRAY TRUE MAG PV AREA SITE PLAN - SCALE = 3/32" = 1'-0" PITCH AZIM AZIM (SQFT) ® (E) DETACHED AR -01 26° 270° 261' 179.7 STRUCTURE AR -02 26° 90° 81° 89.9 PL _ PL PPL ---- 7r L� -- t d ° PL n 4 d 4 ° d a. ° ° d 44 ° a ° ° 4. ° .d a ° d d a ° a a d A 4 ° a a W <4 4" $ 4. QQ 4 d 4 � d d LLI d 4 d 4' 4 C ° d d dd 4 ° "a 4 ° 4 ° °, d ad' 4.. ° d 4. .4. 4 ° ° 144 ° d (E) GATE c v 44 c v d ° a. a r a (E) GATE ro (N) ARRAY AR -02 a (N) ARRAY AR -01 i i (E) FENCE sunrun �I (E) SKYLIGHT -- (E) RESIDENCE a EC #7080, ME #30603 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 301577.6527 FAX 303,577.9629 FIRE SETBACKS CUSTOMER RESIDENCE: (3' TYP) BEA SLINGSBY c" d 3710 TELLER ST, WHEAT RIDGE, a R�d9� CO, 80033 TEL. (303) 422-3728 APN #: 24794 MP I PROJECT NUMBER: INV ACISED 501R-710SLIN DESIGNER: (415) 580-6920 ex3 PL PL PL PL PL PL PL PL PEDRO GARCIA SHEET SITE PLAN REV: A.1 4/29/2019 PAGE PV -2.0 ROOF FRAME FRAME MAX FRAME OC ROOF EDGE MAX PEN MAX MOD. DESIGN CRITERIA ROOF TYPE MOUNTING DETAIL ROOF HEIGHT EXPOSURE MATERIAL FRAME TYPE SIZE SPAN SPACING ZONE SPACING OVERHANG MODULES: AR -01 COMP SHINGLE FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY ATTIC WOOD RAFTER 2 X 4 T- 9" 24" 3.2' 4'- 0" l'- 4" REC SOLAR: REC290TP2 BLK AR -02 COMP SHINGLE FLASHTRACK COMP. SEE DETAIL SD -00708 1 STORY ATTIC WOOD RAFTER 2 X 4 T- 9" 24" 3.2' 4' - 0" 1' - 4" MODULE DIMS: 65.94" x 39.25" x 1.49" (38mm) MODULE CLAMPS: D1 - AR -01 - SCALE: 1/4" = 1'-0" PITCH: 26° Portrait: 8.2" - 16.4" T -T' — 22'-2" AZIM: 270° Landscape: 0" - 9.75" MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF 3' WIND SPEED: 135 MPH 3 -SEC GUST. LAG SCREWS: NOTE TO INSTALLER APPLIES 5/16"x5.0": 2.5" MIN EMBEDMENT T-4'TYP— WHERE INDICATED (TYP): NOTE: MAX PEN. SPACING = 2'- 0" INSTALLERS TO VERIFY RAFTER MAX OVERHANG = l'- 4" SIZE, SPACING AND SLOPED — — — — — — — — — — — — — — — — — — — — — — — SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE 8'-10" PROCEEDING. NI/ PENETRATION SPACING: 7' FULLY STAGGERED I OW SPACING: 11.00" BETWEEN ROWS In COLUMN SPACING: --------------- -------- I 0.75" BETWEEN COLUMNS '-10" 91-1011— D2 - AR -02 - SCALE: 1/4" = 1'-0" D2 PITCH: 26° AZIM: 90° City o1 Ridge sunrun 12' 9'-11" Wheat 10'-10" itdin9 pivision 31-211 EC #7080, ME #30603 — — — — — I 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.8527 FAX 303.577.9629 CUSTOMER RESIDENCE:BEA NOTE TO INSTALLER APPLIES WHERE INDICATED (TYP): SLINGSBY MAX PEN. SPACING = 2'- 0' 3710 TELLER ST, WHEAT RIDGE, MAX OVERHANG = l'- 4" CO, 80033 8'-10" I I I TEL. (303) 422-3728 1 -7 I APN #: 24794 ------ ----- PROJECT NUMBER: 4'-10" 501 R -710S LI N —4' TYP DESIGNER: (415) 580-6920 ex3 4'-7" L1CF�s 1O O�p,90 DocuSigned by: }�•'���1.8•"• �Qf �� �j�� PEDRO GARCIA 1'-3" E� ti SHEET 1 s e��34.92. 18CA9954A69944F % - 't e_ LAYOUT /� 1 ' LAYO U T —3'-4"— 11'-1" 4'-5' --- /" -. REV: A.1 4/29/2019 ,--,---7'-10" 15'-3" 4/30/2019 �� �= �,��, PAGE PV -3.0 SEE SITE PLAN FOR NORTH ARROW 120/240 VAC SINGLE PHASE SERVICE SOLAREDGE TECHNOLOGIES: SE380OH-US WITH REVENUE GRADE METERING 3800 WATT INVERTER 2 LOAD RATED DC DISCONNECT WITH AFCI, RAPID SHUTDOWN COMPLIANT CONDUIT SCHEDULE M O METER XCEL W2656704 UTILITY NEUTRAL GROUND 1 GRID (2) 10 AWG PV WIRE EXISTING (1) 6 AWG BARE COPPER 2 1 200A MAIN NONE (1) 10 AWG THHN/THWN-2 CBREAKER 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 1 (END FED) EXISTING 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 200A (1) 8 AWG THHN/THWN-2 MAIN (N) LOCKABLE EGC/GEC .— PANEL (N) DEDICATED BLADE TYPE FACILITY PV KWH METER AC DISCONNECT LOADS4� 4 3 20A PV FACITY GROUND 240V METER SOCKET SQUARE D BREAKER AT 200A CONTINUOUS DU221 RB OPPOSITE END WITH LEVER BYPASS 3R, 30A,2P OF BUSBAR [MAX 10' FROM 120/240VAC UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] SOLAREDGE TECHNOLOGIES: SE380OH-US WITH REVENUE GRADE METERING 3800 WATT INVERTER 2 LOAD RATED DC DISCONNECT WITH AFCI, RAPID SHUTDOWN COMPLIANT CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 1 NONE (2) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 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 4 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 MODULE CHARACTERISTICS 4350 W P320 OPTIMIZER CHARACTERISTICS: REC SOLAR: REC290TP2 BILK: 290 W MIN INPUT VOLTAGE: 8 VDC OPEN CIRCUIT VOLTAGE: 38.8 V MAX INPUT VOLTAGE: 48 VDC MAX POWER VOLTAGE: 32.1 V MAX INPUT ISC: 11 ADC SHORT CIRCUIT CURRENT: 9.71 A MAX OUTPUT CURRENT: 15 ADC SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 4350 W SYSTEM OPEN CIRCUIT VOLTAGE: 15 V SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 11.45 A SYSTEM SHORT CIRCUIT CURRENT: 15 A JUNCTION BOX PV MODULES OR EQUIVALENT 1 REC SOLAR: REC290TP2 BLK / (15) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (15) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P320 NOTES TO INSTALLER: 1. 15 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. ADD 20 AMP PV BREAKER TO MAIN PANEL. 3. FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. Notes: 1)Verify or provide supplemental ground rod or rods per 2017 NEC Art. 250.53(A)(2), 2) Natural Gas piping to be bonded s per 2017 NEC Art. 250.104(B). 3)Bond P/V panels to the building Grounding Electrode Svstem oer 2017 NEC Art. 690(A). City of W heat Ridge wig piv�s�on u� �,4, •a:c�hkFtis� 9.19 �FR kYEG�R�d WARNING 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: 690.17(E), NEC 2014: 690.17(E), NEC 2011: 690.17(4) WARNING DUAL POWER SUPPLY SOURCES: UTILITY GRID AND PV SOLAR ELECTRIC SYSTEM 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 I ARFI I nr.ATinN• LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF UTILITY SERVICE METER AND MAIN APPLICABLE). SERVICE PANEL. PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), PER CODE(S): NEC 2017: 705.12(8)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) 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(D)(2)(3)(b), NEC 2011: 705.12(D)(7) 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. 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 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 INVERTER 1 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): NEC 2017: 690.53, NEC 2014: 690.53, NEC 2011: 690.53 3.5" A SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSfION 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) CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS ON ROOF SERVICE ENTRANCE AND - PV BREAKER DISCONNECT PV PRODUCTION METER d"I 0% .rl O`,.S000 INVERTER ( XT)) RAPID SHUTDOWN 3710 TELLER ST, WHEAT RIDGE, CO, 80033 SNAPNRACK RL FLASHTRACK COMP MOUNTING REVISION: A 6/19/2017 NEW ITEM GTV 5/16" UMBRELLA LAG SCREW MUST EMBED 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER — 5/16" UMBRELLA LAG SCREW — FLASHTRACK COMP UMBRELLA GASKET 5/16" STAINLESS STEEL (SHADED GRAY) UMBRELLA LAG SCREW A 2-1/2" MINIMUM EMBEDMENT 0 ROOFING FLASHTRACK COMP COMP FLASHING (HATCHED) COMP FLASHING SLIP FLASHING UNDER SHINGLE ABOVE SOF SHEATHING COMPLETED INSTALLATION DETAIL A SECTION VIEW FLASH TRACK SHOULD BE ORIENTED NO MORE THAN 3 DEGREES FROM PARALLEL TO RAFTER ROOFING MATERIAL FLASHING SHOULD EXTEND, -s TO END OF SHINGLE COURSE COMP FLASHING FLASHTRACK COMP ROOF DECKING O ROOFING MATERIAL fl 2-1/2" MIN. EMBEDMENT ROOF RAFTER (TYP.) INTO STRUCTURAL MEM ROOF ATTACHMENTS SHALL ROOF SHEATHING, UNDERLAYMENT, ALWAYS BE EMBEDDED INTO AND ROOFING MATERIAL (TYP.) ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS COMPLETED INSTALLATION Sunrun South LLC DESIGNER: G.MCPheeterS SCALE: NTS PART NUMBER: DESCRIPTION: REV (/ \ I�JI\\`J l�/Z] 595 MARKET STREET, TH FLOOR •SAN FRANCISCO CA 94105 USA IIC/J/ PHONE (415) 580-6900 0.b 900•FAX (415)SB902 DRAFTER: G.Viscuso SD -00708 PENETRATION DETAIL, FLASHTRACK COMP A u THE INFORMATION IN THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY. ANY DATE: 6/19/2017 REPRODUCTION,DISCLOSURE, OR USE THEREOF IS PROHIBITED WITHOUT THE APPROVED BY: G.McPheeters WRITTEN CONSENT OF SUNRUN SOUTH U.C. r C,ti�sc r 1145 P EC" r ` INSPECTION REQI Inspections will not be perforined Call the inspection request line before 11:59 p.m. to C -7 �P )N RECORD r a .;T LINE: (303) 234-5933 less this card is posted on the project site. % t- �ceive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date InspectorInitials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter I I I Do Not Pour Concrete Prior To Ar FInspector Underground/Slab Inspections Date Initials Electrical Sewer Service Plumbing Comments ival Of The Above Inspections Comments n_ CII_w %At... -I -3 T^ Annrnval C)f Thp_ Ahove Insnections UO Not t over unuer ruullu ul vcwrrrn-vuwi . — — rr - Comments Rough Inspections Date Inspector Initials Wall Sheathing _ Mid -Roof Lath /Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical _ Rough Framing Rough Grading Insulation Drywall Screw / Nail Comments Inspector Date Final Inspections Initials -Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections all 303-235-2861. For fire inspections contact the ire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors ' Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. ....,[. +^rl from rho Pira nictrim anri Plartncal IoW voltage "For pow voltage permns — rieasa Uc -1 - L ivu j .-11 by the Building Division. "*For Inspection Time Window — Please email insptitTle►BCjU@St@CI.Wheatfldge.CO.US by 8 00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A 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: —z:: 43 Job Address: i �0 7, '5—L- L r 2 Permit Number: l9 C / 6 ❑ No one available for inspection: jYe Time/_L Re -Inspection required: No *When corrections have been made, call for re -ins, Date: V Inspector: AM/PM DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE �;'r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Mrb Job Address: 3 7 10 T5� Permit Number: 7:?017Q / 0 No one available for inspection: Time ! `, AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 r�� ` J � Date: b I / Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201701619 PERMIT NO: 201701619 ISSUED: 06/06/2017 JOB ADDRESS: 3710 Teller ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Reroof all layers to be removed and replaced; 25 squares OC 5/12 pitch *** CONTACTS *** OWNER (303)422-3728 SLINGSBY BEA SUB (303)459-7889 Quality Construction 110245 Quality Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,500.00 FEES Total Valuation 0.00 Use Tax 157.50 Permit Fee 172.60 ** TOTAL ** 330.10 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of ]��Whcat_j d__ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 1�10 Plan Review Fee: Building Permit Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Owner Property Owner Email: t'� 1'4 Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: I m Phone: 3o3 -y22- 37:Z6 Contractor:0, % C _C�C_JfjpY) Contractors City License #: 110 Phone:(��ig5q Contractor E-mail Address:ClOaMti&�n4 Sub Contractors: 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 information on BOTH sides of this form City of Wheat Ridge Residential Roofing PERMIT - 201701619 PERMIT NO: 201701619 ISSUED: 06/06/2017 JOB ADDRESS: 3710 Teller ST EXPIRES: 06/06/2018 JOB DESCRIPTION: Reroof all layers to be removed and replaced; 25 squares OC 5/12 pitch I, by myy signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, appLcable building codes, an all applicable municipal codes nd procedures, and that I am the legal owner or have been authorized by the legal owner o;t the tipert} and am authoriz e ff am tp it and perform the wor escribed and approved in conjunction with this ermt. I further attt that I am le all r-�d to include alt entities named with'n this ocument as parties to the work to be performed and that aoyk'fo be �r is 'closed in this document and/oits' a omp nying approved plans and specifications. Signat o'OWNER or CONTRACTOR (Circle one) Date ✓ ( t his p6r-nit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or grantin�m4ke permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any or 1eguJdtiigjwf th' Jprif diction. Approval of work is subject to field inspection. T1 - Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ OMMERCIAL ROOFING ❑ COMMERCIAL ADDITION U 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/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please 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.) d I -O f} A I ` I , --) �-o t,, r,.wo ue'd rpt z J1 1 Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 5_ q 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) Electronic Signature (first and last name): DATE: ' ZONING COMMMENTS: Reviewer. BUILDING DEPARTMENT COMMENTS: Reviewer. DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 2 U/ 7 c)/ b! 9 ❑ No one available for inspection: Time 13,'11) A Re -Inspection required: Yese"._..y"` When corrections have been made, call for re -inspection at 303-234-5933 Date: tl//�//-7 Inspector: e� / DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: PAUL & BEA SLINGSBY Property Address : 3710 TELLER ST Contractor License No. : 20086 Building Permit Number : 76143 Date : 9/2/2003 Phone : 4223728 Company : DAY AND NIGHT EMERGENCY SERV Phone : 972-4270 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 the Wheat Ridge Building Code (U.B.CJ and all other applicable Wheatge o/rd~inances, for,work under this permit. (OWNER)TCONTRACTOR)SIGNEDDATE_V1r~i Construction Value : $4,710.00 Permit Fee : $144.70 Plan Review Fee : $0.00 Use Tax : $56.52 Total: $201.22 Use: Description : INSTALL 2 TON A/C, REPLACE 90,000 BTU FURNACE. INSTALL HUMIDIFIERS. OVER-ALL ELEC TO DO EIECTRICAL W BUILDING DEPARTMENT USE ONLY Zo"fll ing Comments; SIC : Sq. Ft. : Approval : Zoning : I~4 i Id i ng ,Co m me nts% Approval : Pu$1ic Works Cammen#s: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 19585 Plumbing License No : Mechanical License No : 20086 Company :Over-all Electric Company : Company : DAY AND NIGHT EMERGENCYSERV Expiration Date : 2/28/2005 : Expiration Date : Expiration Date 9/2/2004 Approval : OKIKS Approval : Approval : OKIKS (1) This permit was issued in accordance with the pmvisions set forth in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations and euilding Code of Wheat Ridge, Colorado or any other appllcable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commanced within sisty (80) days from issua date or (B) the building authorized is suspended or abandoned for a period of'120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amounl nortnally required, provided no changes have been or will be made in the original plans and speciflcations and any suspension or abandonment has not exceeded one (1) yeac If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thal will change the naWral Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector lwenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceediing with successive phases of the job. (8) The issua of a permit or the approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the pro ' of he b~ildin des or any other ordinance, law, rule or re9ulation. Chief Building I ector 1 Please sign Terms and Conditions on reverse side of page. ~ ~ DEPARTMENT OF PLANNING AND DEVELOPMENT Building Pernut Number: BUILDING INSPECTION LINE - 303-234-5933 Date: CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE R'HEAT RIDGE, CO 80215 - (303-235-2855) ~~~ICATION Property Owner: ?A kt t r BEaS Litv6s Sy PropertyAddress: Y71L i"fzt.fiC Si. IrI ~fArf~~ohf Phone: 3 03 - Pyi - 3728 Contractor License No.: Company b44 -Nlti7f-T 6MeA66n.cv S6Rvicc,` Phone: 303- 911^44='1o OF UNDERSTANDIlVG AND ACREEMENT I heazby cartify that the setback disfances proposeA by this pemut application aze accuratq and do nM violate applicable ordinances, rnles or regulalions of the City oF Wheat Ridge or covenanfs, easements or reshic[ions of record; that all measurements shown, and allegations made are accurate; that I have read md agree to abide by all canditions pxinted on ttus applications and that I assume ful] responsibility for compliance with the Wheat Ridge Building Code (U.B.C) md all other applicabla Wheat Ridge Ordinances, for work undu 1}tis pemut (OWA!!RxWN'IRAGTOR):SIGNP.D /r"x- tfW'^""'~ DA1BJl-~.y Construction Value: ~`1, 7 i o. G D Permit Fee: Plan Review Fee: T TaP Tax TOt31: Description: cO"zo 2 r +/C k...OR.~ fo,oe0 ~C BTlt fu~u~~E r~{S/\N\i V y}- h`~0.~G(. K'w~4Y~•L.C l-RJ✓ C ~,•y~QiL-y""C ~/~-C~WIM1-+c, d Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Ezcpiration Date: Approval: Apprwal: Approval: (1) 1Lis pemut waz issueA in acmrdance with the p[ovisions se[ forth in you[ application md is subjec[ to the laws of Ne State of Colo[ada md ro the Zoning Regulations md Building Code of Wheat RiAge, ColocaAo oc mry othcr applicable ordinanccs of the City . (2) This permit shall enprte if (A) the wodc authonzeA is not commeneeA witltin sixty (60) days @om issue date oe (B) ehe buildmg avthonzrA is suspendeA or abandoned fw a penoA of 120 days. (3) If tlvs p¢mit expses, a new yeanit mey be acquiced fot a fee of ono-half the amount mxmatly required, piovided no chavges have been oi wi116e maAe in Ne original plans md syecification; md azry suspension or abandolunen[ haz not erzcuded one (1) yeaz. If clwiges have 6een oi if suspension o[ abandonmert esceeds one (1) yeer, fiill fees shall be paid fot a new pecmit (4) No work of azry mazuiv shall be done t6et will change the oNal flow of wata causing a doainege problem. (5) Conhaztor shall notiCy the Bvilding Inspectoc lwenty-fom (24) hou[s in aMance for all inspec4ons md s6e11 receive wntten app[wal on inspection cazd before proceeding with successive pLasu of thejob. (6) The issuence of a peanit or the appewat of drawuigs and specffications shall not be consWed to be a pemtit for, nor an approval of, any violation of the provisions af the building coAes or any othu ordinance, law, nile or regulation. Chief Building Inspeaor a 3 a ~ ° A v z O m 0 m ~ R ~ m ~ ~ 7 O C) c o d ~ N (D 5 3 m ~ (D CD ~a 3 0 aC) 0 0, N ~ o~ Ul O ~to M O 7 tC . < 0 ~ 0 ~ a, C- Q 3 A ~ r O ~ n 3 as H ~ a o, (p M M o~ ' ~ J n A ~ a c ~ o ~ N O o m~ ~a CL s O A ~9 W ~ F ~n o a ~ ♦ / r -l L•i MN n ~ 0 n ~ u ~ (D » * 0 5 o w 2 w aN ~ N ~ cn v ~ m C ~ v - Z ~E Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZOTIING AND OTHER RELATED LAND USE AND DEVELOPMENT LAW S OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE. PERMIT # 11815 14' x 13' Office Addition OWNER: Paul & Bea Slingsbv ADDRESS: 3710 Teller Street PROPERTY ADDRESS: 3710 Teller St Wheat Ridge CO 80033 DATE 10/4/01 CHIEF BUILDING OFFICIA ZONING ADMINISTRATOR MRR-05-2001 08:44 BRIGHTON CITY CLERK 303 655 2013 P.01.'01 March 5, 2001 Darin Morgan Ciry of Wheat Ridge Godes Administraror RE: Footing inspection for 3710 Tdter St. Mr. Morgan: V This letter certifies that the footings at the above referenced address was personally inspected by myself and was found to be in compliance with the criteria specified in the 1997 LIBC and the city approved jobsite blue prints. lf you have additional wmmeMS or questions, please do not hesitate to comact me. Thank you, Rudy Ruybal Certified Building lnspector 9500609610 (303) 668-2657 TOTAL P.01 ~ > DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11815 BUILDINGCNTY OF WHEAT RIDGE ~234-5933 Date : 2/26/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3710 TELLERS ST. Phone : 3032109970 Contractor License No. : 20937 Company : ANTHONY BUENO CONSTRUCTION Phone : 3032189970 OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permft application are accurete, and do not wolate 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 wndkions printed on this application, and that I assume full responsibility for wmpliance wkh the Wheat Ridge Building Code (U.B.C.) and ali other applicable Wheat Ridge rdinances, for work under this permd. (OWNER)(CONTRACTOR) SIGNED % 01 DATEZZ0'e Construction Value Permit Fee Plan Review Fee Use Tax Total $15,000.00 $251.25 $0.00 $225.00 $476.25 Use: Description : 14X 13 OFFICE ADDITION. UPGRADE ELECTRICAL SERVICE 200 AMP BUILDING DEPARTMENT USE ONLY i sic : sy. Fc. : Approval : Zoning : , Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 5095 Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pertnit was iasued in accordance with the provisions sel (oM in yopur applica0on an0 is sub ect W Ne laws of tlie State of Colorado and to the Zoning Regulatlons and Builtling Code of Wheat Ridge, Coloredo or any other applicable ordinances of e Ctty. (2) This permit shall expire if (A) the woAc authorized is not commerwetl within siMy (60) deys irom issue date or (B) the building authorized is suspended or abandoned for e penod oF 120 Cays. (3) If thls pertnit expires, a new pertnd may be acquired for a fee of one-haN the amount nortnally requiretl, provided no chanpes have been or will be made in the onginal plans arM apeciBCations and any suspension or abandanment has not exceeded one (1) year. If changas are matle or'rf suspension or abandonmeM exceeds one (1) year, full tees shall be paitl for a new permit. (4) No work of any manner shall Ee tlone Mal will change the natural fiow of water causing a drainege proDlem. (5) Contractor shall notify the Building Inspeclor twenry-tour (24) hours in advance for all inspectlons and shall receive written approval on inspection card before jfingi ssiveseof the1'ob. (6) PVroval of tlrawrga arM specifica6ons shall not he consWetl lo he a permk for, nor an aPProvel M. anY violation of the Pmvisions fA qR~~iLplp~Lce, aw, mle or ragulefioa es b . . ( i i / Chief Building DEPARTMENT OF PLANNING AND DE ✓ELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) PropertyOwner: Property Address Contractor License No. : Company : Building Permit Number : Date : P h o n e 2i0 9S 71~ Phone: 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 ali conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. ~ (OWNER)(CONTRACTOR)SIGNED/~,',J~~~~. ~ DATE2-~'G Q ~Description: i BUILDWG DEPARTMENT Occupancy,, Walls : Roof License ~lo :~j a 9~ ( F+lumbing License i ~ ~~lEl tl~,~ .Company : Expiration Date : Expiration Date : Approval : Approval : Mechanical License Expiration Date : Approval : (1) This permit was issuetl in accordance with the provisions sel torth in yopur application and is subject to the laws of the State of Colora0o and to the Zoning Regulatlons and Building Code W Wheat Ridge, Coloratlo or any other appliwbie ortlinances of the City. (2) This permit shall expire if (A) the work authonzed is not commenced within siuty (60) days from issue tlate or (B) the building authorized is suspentled or abandoned for a periotl ot 120 days. (3) If this permit expires, a new pertnit may be acquiretl for a fee of one-half Ihe amount nortnally required, providetl no changes have been or will be made in the original plans antl specifications and any suspension or abantlonment has not exceedetl one (1) year. If changes are made or it suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change ihe naNral Flow of water causing a tlrainage pmblem. (5) Contractor shall notify the Builtling Inspedor Rventy-four (24) hours in advance for ail inspeclions and shall receive wntten approval on inspection card Cefore proceediing with successive phases of the job. . (6) The issuance of a permit or the approval of drewings and specifcafions shall not be conshued to be a permit for, nor an approval o[ any violation of the pmvisions of ihe building,"s o~?ny other ordinance, law, rule or regulation. Construction Value : / }`l ~^a6~'- Permit Fee : L 5/ Use: ~ Ft. : Stories : ,Residential Units : S, 00 Use Tax : Zz- Total: 7 GL /Z Colw Z5 ~ ~ 6 Z 7 r ~ 31~ z 3s~3 ~ ~'aa ~ eaa M~ e ~ NOTE 133 , 20 NaTE: ~~ao~ P~aN ~vo~r~s a°° h,~ .........,.......,......_.....,.r.._..,.~...... DEMO I WO DEMO EXIST. BRICK PLANTER AND WOOD DECK TO MAKE ROOM FOA THE - - 1. EXTERIOR WALLS 4~ ~ '(J ~ ( OD t. ,~co NEW ~ r, i NEW ADDITION. SEE 1997 U,B.C., TABLE 7-B, ITEM 18-1.1 AND PARTIAL WALL SECTION ON THIS SHEET. ~ ~ 'Q L i ~ WITH ,JAMES HARDIE HAROIPLANK 6" EXPOSURE ~O y~ N ~Q~Q~~ LAP SIDING, CEDARMILL STYLE. ~ V ~ I ' . l - - i / - 14 -0' _ ~ ~~~i FURNISH 6 iN5TALL 3" A ~ DI WALL CA8I1 WALL CABINETS s 2. CONCRETE SLAB-ON-GRADE I PERFORATED PVC PIPE PERIMETER ~ MINIMUM 4" THICK WITH 6x6-W1.4xW1.4 WWF ~ DRA r j i EXISTING ONE STORY IN SYSTEM. GLEAN EXTST. W.RE GROMI ~ ~ FOUNDATION WALL AND APPLY WIRE GROMMET - ~ PROVIDE CONTROL JOINTS AS REQUIRED. FRAME RESIDENCE WATERPROOF N a ~ ° ~ ~ -1 I G ND M~RAORAIN ~ - ~ 0'_1, ,r 1O'-11' ~ /n'L , - OR EQUIVON FULL HT. OF WALL. ~ ~ 3. INTERIOR WALL AT POCKET DOOR ~ r----- ~ ~ 3040 I ~'ii 3040 D.H ~ ~ DEMO EXIST. FRAME IN NEW POCKET DOOR FLUSH W/ EXIST. _ i ~ FENCE aND GATE. 1/2 GYPSUM WALLBOARD EACH SIDE, TAPE jI ii: ~ ~ , i L iij L ~ RECONSTRUCT NEW FILL ~ FINISH, MATCH EXIST. TEXTURE ~,JM' ~ _ _ 3'-6" WIQE ON WALLS. 1 PRIMER COAT, 2 FINISH COATS l ~ ~ ~ a' i > ~ ~ I~ iii ~I iij ~ ~ SPACE A.C. ~ ~ _ GATE AND 6' ~ . __a._ ' " { ~ Ala ~ H~,,H FENCE 4. INTERIOR TRIM °6 BASE I a T.V. A M ~,I 00 CLO T SE III=I~ ~ - OWNER TO FURNISH 6 INSTALL ALL TRIM AND ~ ° ~ ~ I I' R.A.III~-~~~ ;I ii ~~Ji"i ~o ~ ~ DOOR CASING. NO FINGER JOINT BOARDS. ~ W a. m ~ Ia;. ~ ~ EXISTING ~ , , ~ ( BEuR00M ' 1 NEW 2668 I~I~~i~l~~~~, E ~ i ~ MATCH EXISTING MATERIALS AND DETAILING. " l~ ~ ~ ~ a4 i BRICK GARAGE ~ ~ ` POCKET j 3'-10 1/4" I~, li A ii ~ I ~ 13-5x 12-0 I ' ° ~ ~ Q Q ~ D I II a ~ ~ ~ o 5. WINDOWS ~ EXISTING DRIVEWAY ~ W , ~ DaaR, s.c.~. OAK 8.0. I I z ~ ~ m AAi DOUBLE PANE GLAZED, ARGDN FILLED, LOW E, ~ ~ ~ ~ ~ °f . ~ - ~ b"1 OAK ~ ~ ~ ? ii ' in ~ ~ n ao ,I FLO~R ~ ~ k~ ~ ~ BROWN CHAD, MUNTIN BARS, PELLA PROLINE. ~ ; l ~ ~ 3 i _ ; 3 , o~ ~ o ~ ~ i (N _ ~ i~! ~o 6, PAINTING 9 ~ ~ ~ ~ Q ~ r • l - ~ ~I~r-i ~ Q ~ _ - _ ~ f ~ f I I II ~ '~i INTERIOR 6 EXTERIOR PAINTING BY OWNER. , oo ~ ~ ~ s I I ~ ~ ii ~ ~ ~ o m . i ~ ~ , (z ~ ~ i ; i ~i i, r !C ~ 7. CABINETS (THIS IS TO BE AN "ADD ALTERNATE" 7 ~I ~ ~ ~ ` 111 fU i ~ ~ ~ m ~ LL,f O ! ii ( j ~T---7 S a CABINETS BY MERILLAT OR OWNER APPROVED EQUAL. ~ CL Z ~ l ~ / F- ~ ~ / fl 1 ? ~ ,''Ili C~UALITY/PRICE LEVEL TO 8E MIO RANGE. T C DLDSE cn ~ ~ .LINEN ~ ~ ~i ~ O i (i i i . , ~ ~ b. COUNTER TDPS TO BE CQRIAN Ofl WILSONART~~-~~~ ~ ~ ~ MONOLITHIC TYPE MATERIAL PEA OWNER'S CHOICE. ~ N . i, u~ X T _ ~ N Q ( ~ ~ ~ ~ ~ ~ New a i :30A0 I~.~H. 3O4D D H. ~~a- c. G.C. SHALL FIELD MEASURE PRIOR TO ORDERING ~~i NE,W 4 ;THICK i ~ - ~ R ~ ~ r _ ~ t~ c. N ~ - ~ / , ~ NEW ROOM ' ~ I~ i -mot CpNCR~7E ~ CABINETRY. SUPPLIER TO MAKE SNAP DRAWINGS. ~ tt DELL ~ ~ ~ ~ ~ q ~ ~ ~ ~ , ~ J O ~ ~ ~ , + , ~ - t ~ sLAs w o~ I - : --i ADDITION I ~ ~ ~ i , SAAB-ORS-GRADE ~ 8. MECHANICAL ~ ~ . < HALL . ~ LAV. L: i ~ v ~ ~ ~ EVALUATE EXIST. FURNACE FOR ADEQUACY. ~ I ~ w C , o ~ } ~ i ' , j SLOPE ~ 7 ! ' SLOPE 1114 /FT.~ REPLACE W/ HIGH EFFICIENCY UNIT AS RFC1'D M.II~L ~ ~ ! U8 1 i _ t ~ ; ;TIE PERT. PIPE ~ EXISTTNG ONE STDRY i ' ''INTO EXTST. - 'i 4 i NEW CONC. PORCH LIVING ROOM ~ CMU & BRICK RESTDENCE SLAB ~ SuMP PIT ~ , c !w ~ ~ COV A . W ' _1. _ _ is Vo iw I , F IR ST F L ~w , I I ~0~~~ i Iw 1 C l J I _ ~ L.~ 126.,...50' u ~ , ~/4" WOOD 2'-9° ~,_g„ FILLER STRIP ~ ~ f _ ~ Q ~ ' o _ S T P LAN 0 0 0 o SCALE: 1"= 1' -0 ° o a o _ ~ ip o d ~ o ~ ~'~T-`'-~ o ~ ~ o ~i. ~~OdO~~ ~©~~~~~Q~~©~ ; ~ ~ EXISTING ; 0° b 0 0 0° d D 0 W ICK HOUSE ~-I---~---- 'fi ~ KEYBOARD 6 N _ _ paDO~ ~ D ~ - ;~l.SE .RAY _ _ N ~ DDC~~DD~ _ C~ :1 C~ ~ ~ D D~ ~ o A a - - - ~ .KNEE ~ ~ - sPACE t~DD ALTERNATE: F4IRNISh ANO INSTALL TYVEK NOOSE WRAP Ci?d ADDITION. (PROVIDE A PRICE ADD.M i 17 2'-6" 15" 4'-0' '-0' '-0' -3 3/8" FILLER CEDDCTIVE ALTERNATE: _ ~ 9'__ ~ 4'-0 4'-3 3l6" _ ~ PPOVIDE A PRICE DEDUCT TD NOT FURNISH ~ - - / ANO INSTALL CABINETS ANO COUNTER. NOTE: CABINETS ANC COUNTERS 18 W. PENCIL ~ 4 L__~ _ AAE "ALTERNATE No.1" DRAWER ' ~ A-I 4 :L _ _ NT - _ - R LU aT N W _ K _ UN i SCALE: 1/4" = 1'-0" i~ UT H L i NEW FUNCTIONAL SCALE: 1/4" = 1'-0" _ SCREENED GABLE ENO VENT, PAINT -~~r._-...J OGEE TYPE - 1210 TRIM BOARD, r~'''~'`~m WOOD TRIM, M T H METAL FLASHING A C EXIST. Sir `V OVER 10P AND PRTME ~ PAINT ~ . - _ . r ~ ° ~ UNDER SIDING ~ - j _ S: W/ 2 COATS . _ 12 , _ ~ 6 ~ _ _ ~ FIBERGLASS H ~ ~ ~ T~- _ _ SINGLES _ _ MATCH EXISTING ' - r _ >~._r , .r, NEW GUTTER, MATCH i EXISTING, PRIME 6 _ _ _ PAINT t _ _ _ i _ ii r I J , i ' i~ ~ ~~~--y. ,~I:~ ~r ~ ~ I i ~ ~ I I i~' m ~ I :I ~ i III ~~i a:~t-` 1 iri 1x4 WOOD CORNER - _ ~ ~ i - - - il`~~ i i ~ ~j ~ ~ i ! , , ~ _ _ ~ i ` TRIM PRIM ~ ~ ~ E 6 - ~ ~ u' - i~ I ; 3 ~ ~ ~ ; _~J , ~ ~~L _ _ PAINT W. 2 FI~4~SN j~ ~ EXIST ~ ~i,~ ~ ~ ,i ~ _ , - - i BRICK ,y ~ - E i~~---~---}- i ~r-- ~ - _ ~ 6 EXPOSURE LAP _ ;~i ! _ ~1 HOUSE ~ I ~ a !~I ,w ~ f II ~ _ _ _ ~1 SI N r ~ ti`s ~ , _ , DI G. PANT ~ ~i _ _ i _ ~f i!! ~ _ _ _ - -1x1O TRIM BCAAD, ` - ' ~ ; _ _ ! METAL FLASHING ' ~ _ - - - _ _ _ _ i r`~ I _ _ - OVER TOP ANO " 'd~ P i~ ~ - _ U~1DER SIDING - - ~ _ - ~ , 11- - ~i~ ~ _ _ cTiirrn TGVn~c.~ i OVER CONC. t~ F FOUNDATION VENT CRAWL SPACE, LIN WALLS W/ FOA E 1 1/19/01 n,w EXISTING UNFACEa R-i! BAT INSUL, CAAWLSPACE , RARFMFNT l ; CONCRETE FuLINDATION, VENT, SCREENED - , r u ~ SR SEE FOUNDATION PLAN 24"x16" CLEAR A T V A T ON CR AWLSPACE ACCESS T N SCALE: 114" = 1'-0" OPENING W/ DOOR SCALE: 114" = 1 P i ~ T 3 ~ _ _ 14 . _D,, ~ 3" DIR. PERFORATED FURNISH ~ ItvsTaHt ~IeERG~ass SHINGLES (MATCH EXIST.) Qa~ o~ ~~'~~i PIPE, MiN. SLOPE OVER 15 Ib FELT OVEP l/2~ (MIN.) D.S.B. ROOF SHEdTHING 4 1/8" PER FOOT. OVER TRUSSES, TYP. 6„ p 01 ~ DISCHARGE INTO EXIST. Q ~ ei a MATCH EXIST. a p SUMP ~ ~ ~ i 3-2xB HEADER OVERHANGS, iYP. p 1l2" PLY , ~ y`~ ~ - ~ - - - 1 1/4" TIMBEASTRAND LSL RIM JOIST _ ~ , ,~6f ~`G~~ ~j ! ~ l I ~ I~ ~ ~ ~ ~ i ~ I p ' I, _ III j' ~ ~0 ~ ','o ~;o EXIStING % ~ i ~ ~ 3-M5x3O" DOWELS, ~ ~ i i CRAWL SPACE b i ,i ~ j~~~ GABLE ROOF ~ ~ ~ S/A" EPOXY INTO 6" DEEP- ~ -i, ACCESS 24"x18" i!'~~ DRILLED HOLES - I ~ i~ CLEAR OPENING 9 1/2' TJ /P 15 JO STS ~ ~ 1 AT NEW FOOTING, ii W/ PAINTED DOOR AT ~ 1 1/A' cn ~ I I ~ 1 AT B.O. WALL, ~ ~ ~ ~ ~ _ _ ~ ~I i~~ / I I p lip}' ~l 1 AT T.O. WALL ~ ~ ~ o o ~ i~;o i ~ 2 G~AWLSPACE ~ . ~ II;Q i i ~ ~ i ~ w ! w o. I i~ ' N ~ I ,i!~ ,ham ~ ~ r In ~ ; ~ ~ ~ ~ o iCm oil ~ i i B S ACES AT 1 .2"= (i!a' 1' -1 EXISTING WINDOW ~i 1 3/8 2'-9 5/B' )a r - f~~,w, ~ ~l r ~o PRE ENGIN EAED OOF T SSES ~Im r r TO BE REMOVED 6 , ~ 1 ' -4' _ ~ I?i~ ~ 1. i~ AT 24" 0 C. i~ MIN, 2x6 @ 24" O,C. I ~ (l ~ ~ OPENING COVERED ~ ~ ~i j iii W/ REMOVABLE I ~ i ~ _ ~ ' ii= OVEAFRAMING r IH m f; x ~ j ~i~Q t~ PANEL , ~ i ~ ~I~~ 11 \ r w Z ~ ~ oo ~U i ~ ~I ~ I i~~i~ j • ~ ~ _ ~ ~J i' ti ~ i i EXIST. SUMP 6 ~ - ~ ~ . _ ~ ~ 4 M R T v=~ AUTOMATIC ~ ~ 1 TI BERSTRAND LSL IM JOIS PUMP S S S S V (j ~a i ii i 'I _ I . ~ - ~ 1 is i LAN F F ~0 AM ,:r „ F A AN SeA -1 = i ~ =o'~ - - - - ~ F LE / RAMTNG NOTES 1. ALL WDAK MUST COMPLY TD BUILDING CODE. F ANY I • 4' DESCREPANCIES ARE FOUND ON THE DRAWINGS THEY MUST i BE BROUGHT T3 THE ARCHITECT'S ATTENTION PRIOR TO COMMENCING SHAT PORTION OF THE WORK DR ~ i CONTRACTOR ASSUMES RESPONSIBILITY FOR CORRECTING SAME T A~ N i. ALL WORK SHALL COMPLY TO C;RR NT A U NG CO ES. T~ fL00R LIVE LGAO: 40 PSF E LOC L B ILOI 0 2, THERE IS NO SOILS REPORT FOR 1HIS PROJECT. 3. FURNISH AND INSTALL JOIST HANGERS A5 CALLED FOR IN THERE IS NO EVIDENCE OF CRACKING WALLS OR MOVEMENT DUE TO EXPANSIVE OA SUBSIDING SOIL. EXISTING FOUNDATION TYPE IS TFi~ DRAWINGW~ LIKELY SPREAD FOOTINGS. THE DESIGN OF THE NEW FOUNDATION IS A 4. INSTAIi uOUBLE JOIST BELOW PARALLEL WALLS OR STANDARD TYPE FOR RESIDENTIAL STRUCTURES BUILT ON STABLE SOILS. ~ AS NOTE;. ASSUMED FOUNDATICN DESIGN VALUE' i MAXIMUM ALLOWABLE I ~ REFER TO FOUNDATION PLAN FOP COLI;MN AND BEAM CONTACT PRESSURE: 1,000 PSF USING SIZE`- FULL O.L. + FULL L L. 3. FOUNDATION TYPE: SPREAD FOOTINGS 6. WrFRE MULTIPLE ~~'JDS BEAR ON FLOOR SYSTEM GLDCK N F R~ ~ SOLID THROUGH FLUJR TO TRANSFEn~LOAD TO 4. DESIG LOADS: L00 40 PSF SNOW: 30 PSF I SUPPOA? BELOW WIND: 100 MPH, EXPOSURE "B" ' 5. CDNCAETE~ MINIMUM COMPRE~IVE STRENGTH 3,000 PSI @ 28 DAYS, ~ r. MINIMUM HEADET SIZE: C- R X 5'S OR AS NOTED. L.~ USE TYPE II, TYPE II MOL'~IED OR TYPE V CEMENT. WHERE +?/2 Y. NOTED INDiC~fiES SOLID PLYWOOD fi. STRUCTURAL STEEL: A3C FI'_LE~ 7. FL:ODR JOIST: MANUFACTUfiEQ "I" JOIST, TRUSS JOIST, BOISE CASCADE LPI OA EOUA~: COMPLY WITH MANUFACTURER'S ~ FLOOR SHEATHINI;; 3/4" T 6 G O.S:B. uA PLYWOOD AECOMM~NDAfi~DtVS FOR INSTALLATION. PROVIDE CAOSS~ ~ ~ a~rEATHING, GLUE AND NAIL (COATEDNAILS) c BRIDGING MID SPAN AT SPANS OVER 12' PER MFGR. B. DIMENSION LUMBER: HEM-FIR, #D OR BETTER, Fb = 1 000 PSI. n CEILING HEIGHTS: FIRST FLOOR PLATE HT.: 8'-3 1/d" +I- 9. LAMINATED VENEER LUMBER; 1RUSS JOIST, 1.9E DF MICRO=LAM LVL OR CMATCH EXIST',l~ BOISE CASCADE VERSA-LAM OR EQUAL, 10. WHERE MULTIPLE STUDS BEAR ON FLOOR SYSTEM, BLOCK SOLID THROUGH FLOOR TO TRANSFER LOAD r0 BEAM OR FOUNDATION BELOW. ~ WINDOW HEAD HEIGHTS: FIRST,,FLD~R: 7'-0" MATCH EXIST. 1i. INSTALL SIMPSON HD2A HELD DOWN WITH 5IMP5ON SST816 ANCHOR BOLT M. , AT EACH OF THE TWO NEW BUILDING CORNEAS. EACH HOLD DOWN SHALL ti_.. "f BE THROUGH 80LTE0 TO A DOUBLE 2z6 CORNER STUD. 11_ NAILING OF O.S B. WALL SHEATHING SHALL ~EBd@ 6" O.C. AT EDGES, s2° O,C. IN FIELD WITH ALL UNSUPPORTED PANEL EDGES BLOCKE[ '_~i i CLEAN EXIST. WALL. i is ARPLY WATER-PROOFING. . ~ ~-APPLY 'MIRADRAIN" OR r EDUIVON FULL HT. OF WALL Ir .6 EXISTING _ - iL... FOUNDATION BACKFILL _f, WA LL f FOUNDATION r EXCAVATION - i + 5 MIL POLYETHYLENE C r r GLUED TO WALL AND EXI~, ~ ING BASEMEN EXTENDED ALONG , 4 ; ,BOTTOM OF EXCAVATION tS~- i 3 i EXISTING BASEMENT FLOOR F 1 f s 4 EXIST. BRICK . EXIST. C,M.U:-- r-._-- - - MIRAFI (MASONRY BLOCK) FABR I -NEW 1/2 O.W. GLUED P ~ ~ TO EXIST, BRICK ~ ATCH IN NEW 4" THI(. C.M.U. ~ I A R S LINTE ~ NEW BRICK ACROSS LINTEi. " _p o~ COS L ;r _ a~~p oa~~ s 7- PATCH PLASTER ~ ~ r ~ ' ~ Qoo --2-L5X3 1/Zx5/16 W/ 6 M,N. B CLEAN ~ O ° _ BRG. E.E., LLV e aRAVEL (MINUS 3/4") NEW WOOD _ CASING AT 2af' f - r POCKET DOOR L-i4 ula. SUN GATE: 1/ 1y/U1 NEW POCKET DOOR AND TRACK 3" DIA. PERFORATED PIPE, MIN. SLOPE 1/8" PER FOOT; DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUT-'ALL SECTION LINTEL SECTION FOUNDATION 5-1 SCALE; 1" x 1'-0" - SCALE : 1" x 1'-0" DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8968 BUILDING INSPECTION LINE - 303-234-5933 ' CITY OF WHEAT RIDGE Date : 5/26/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3710 TELLER ST Contractor License No. : 18887 Phone: 422-3728 Company : Belmear Mechanical lLC Phone : 2795618 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry 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 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 with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under ihis permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $2,000.00 Permit Fee : $69.25 Plan Review Fee : $0.00 Use Tax : $30.00 Total : $99.25 Use: Description : Add sump pump for washing machine and laundry tub in basement BUILDING DEPARTMENT USE ONLY 1111129MMINOW- SIC : Sq. Ft. : Approval: Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accoMance with the provisions set forth in yopur application and is subjed to the laws of the State of Colorado and to the Zoning Regulations and euilding Code of Wheat Ritlge, Coloredo or any other applica0le ortlinances of the Ciry. (2) This permit shall expire it (A) the work aulhorized is not commenced within siMy (60) days M1om issue Oate or (6) the building authorized is suspentletl or abandonetl for a period of 120 days. (3) It this pertnit expires, a new pertnrt may be acquired for a fee of one-half the amount normalty required, provitled no changes have been or will be matle in fhe onginal plans antl specifcations antl any suspension or abandonment has not exceedetl one (1) year. If changes are matle or if suspension or abantlonment exceeds one (7) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will chan9e the natural flow of water causing a dreinage proUlem. (5) ContraQor shall notify ihe Building Inspector twenry-four (24) hours in atlvance tor all inspedions and shall receive written approval on inspection card before proceediing with successive phases of the job. (8) The issuance of a permit or the approval of drawings and specifcations shall not be constmed to be a permit for, nor an approval of, any violation of the provisions otthe bu mg codes or any other ortlinance, law, rule or regula[ion. ~ Chief Building-inspector 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 qPPLICATIo N PropertyOwner: ~ep1~ qv,~ Property Address :717)6 TcL- jle 4' Phone : cYCy Jelz Contrector License No. 0111,1111"84-7 l888 ~ Company: 2~ Iih eik a- Phone: 3UJ^.«79~fp~~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDWG AND AGREEMENT Construction Value :&W I hereby certiry 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 oi restnMions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide by all wnditions pnnted on this application, and that I assume full res nsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl t heat Ridge rdina ce for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED., X DATE Description: A&~ S1.1 W%P pk Vh w AS~1w~ Permit Fee : Use Tax: Total : Use: M A e(+i'., e R•v ~ lL, Il L.a M. 4 R y BUILDING DEPARTMENT USE ONLY ZR~ . M'EM SIC : Sq. Ft. : Approval: Zoning : nommm Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Ekpiration Date : Approval: (7) This permit was issuetl in aaortlance with Me provisions set torth in yopur application and is sub1'ect lo Ne laws of Me Sfate ot CobraOO an0 to the Zoninq Regulations antl Builtling Code of Wheat Ridge, ColoraAO or any other applicable oMinances of Ne Ciry. (2) This pertnit shall expire if (A) Ihe work auNonzed is not wmmence0 wtthin siMy (60) days from issue tlate or (8) the Euilding authonzed is suspenAeA or a0antlonetl for a penotl of 120 tlays. (3) If this permit expires, a new pertnit may be acquired for a fee of one-half the amount nortnally required, providetl no changes have been or will be matle in the onginal plans and specifiptions antl any suspension or abantlonment has not exceeded one (i) year. If changes are maae or if suspension or ahandonment exceeds one (1) year, tull fees shall be paitl for a new pertnit. (4) No work of any manner shall be done that will change Ne natural 11ow of water wusing a drainage problem. (5) Contractor shall notiry Ne Builtling Inspector twenry-four (24) houro in atlvance tor all inspeclions antl shall receive wntten apOroval on inspecUOn card bebre proceediinq with suceessive phases of the job. (e) The issuance of a pertnit or Me approval ot drowings anC specitications shall not be construed to be a pertnit for, nor an aDProval of, any violatian of Ne provisions ot Ne building cotles or any oNer ordinance, law, rule or regulaUOn. Chief Building Inspector DEPARTMENT OF COMMUNITY DEVELOPMENT 7500wES729thAVENUE BUILDING INSPECTION DIVISION PERMIT N0W94#3632 234-5933 P.O. eoX638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONI.Y WHEN SIGNED BY THE CNIEF BUIIDING MSPECTOR AND RECEIPTED BELOW. APPLICATION FOR MISCFLLANEdUS PERMIT ~ 1 JOBADDRESS 31 QR- I OWNER `51 -1 h'S-y CONTRACTOFi I ADDRESS 24c"5 ~-LLLS CiL.-. ZIPCODE CITY L n k i PHONE LICENSE NO. IL17135 I1. TYPE_ Ground ❑ Woll 1 INSPECTION TICKET JOB ADDRESS c 0 DATE: BLDG. PERMIT# ADDRESS ~~1C `~T ' PHONE 42 2 - 3'lZJ, ZIPCODE CONTRACT PRICE $ y3 `1 o-(' °i DATE Proitctir n 1° INSPECTION TICKET - E- W- ❑ Joe --1 Lus TI ADDRESS J _E_W_ 1:1 DATE: BLDG. PERMITM PERMITN PERMITM ,rp BLDG. CONTR. BLDG. CONTR. 'RUCTURE,GIV SUBCONTRACTOR SUBCONTRACTOR :RTV LttJE DATE INSP. REQ.~ - / -J TYPE OF INSP. INSPECTION MADE REMARKS W.R. FORM G19 DATE INSP. REQ. ~ -2 TYPE OF 11 INSPECTIO REMARKS :RTY LINE W.R. FORM &19 S,STREETS,E DISTANCE. G LECTHICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILOING INSPECTION DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTEO WITHIN THAT TIME. ELECTRICAL PERMIT PIUMBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. STATE LICENSE N0. ALUMINUMVAREUNOERSIZEBILIEGAL FLOOR BSM IST 2ND 3RD 4TH NQ FUEL:CirrleOnaGo{QiROpaM E Sda p~p WATER CIASET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE-AMPS SHOWER AIR CANDITIONING-BN LIGHTING SINK OTHER NEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER Retri eronf GouD UTILITY (RANGE, DISPo5ER, ETC ) AUTO. WASHER Pounds Clror e DISH WASHER AUTOMATIC SPRINKLER SY57EM FIXTURES WIRING MOTORS 6 CONTROLS FLOOR DRI11N ELEVATOR $IGNS URINAL TRANSFOFMER$ 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAI FIXTURES REMARIfS L ti. ljE - thi ~~C13" PERMIT FEE s aDO I hsreby acknowledqe thot tion is corretl and understond fhat I U$E TAX COnnof start tAie projecf until this appli- oation it oOGrovaA. I snall comply with TOTAL FEE ths lows of ihe Stote ol Colo,ado and to ine ZoninQ HeQulotions ond euildinp App ROVED Code of the City of Wl+eo+ RidQe. Any ~ viololion of the above terme will couse CHIEF BUILD~ immediote revowtion of inls vermii o~ ~n O INSPECTOR,City of Wheat Ridqe Date Issued 40Vlicenb 9i0nalur• VOT VALIO UNLESS ,~bi`6/4i1/ --,/-ia -%y CAIL 234-5933 24 HOURS IN ADVANCE FORINSPECTIONS DEPARTMENT OF COMMUNITY DEVELOPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION DIVISION PERMIT N0. NR%B2SM 237-6944 EXT. 255 P.O. Box 638 CITY OF WHEAT RIDGE, COLO. M921f18074 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. „APPLICATION FOR MISCELLANEOUS PE$MIT JOB ADDRESS , CONTRACTOR ADORESS Z 9 CITY_4:J4~ PHONE l ZIP CODE V000Y LICENSE NO. PHONE Z6 ZIP CObE :ONTRACT PRICE $ i T`tPE Graund❑ Woll❑ Proitetinp❑ Othar SorOFaee 2. MATEFIAL Total Squars Fset SIGR~S 3. ILLUMINATION Yea❑ No❑ TyDs Elx}. Psrmif No. 4. SET BACK FROM PROPERTY LINE N_ 5_ E _ W Zons_ Apprwsd, 2one Inspeota (SpetifY Whiah ia fron}) ❑ ❑ ❑ ❑ Disaoorwad 1. TYPE Solidl_1 Mort TAOn 80% ODanLJ Lose Thon 80% FENCES MdTERIAL 3. SET BACK FROM PROPERTY LINE (Specify which ie tront) HeipM N_ S_ E_ W Zona_ ADDrwed,Zorn Inepaefa ❑ ❑ ❑ ❑ Diaaowoved I. OTHER z 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHERSTRUCTURE,C ~C~INS~P~CTIDON~SKET (SETBACkS OR PROJECTIONS INCLUDEO) STREET S JDDRE S~ 1 I 1~~AC ~ ~l0~ - DATE: a~ BLDG. PERMITN PERMIT# BLDG. CONTR. a1\OIr'f~ IhSOK) y DATE INSP. REQ. SHOW DISTANCES 1'ROM THE M41N BUILDING TPADJOINING HOUSES, STREETS DISTANCE TO PfiOPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. TYPE OF INSP. APPLICATION FOR PLUMBING, EIECTPoi wSPECTION M~ tHIS APPLiLAYION VVILL BECOME A PERMIT TO PERFORM THE INDICATED W01 PERMIT WILL EX%RE 60 DAVS FROM DATE OF ISSUANCE !f 2- N. ELECTRICAL PERMIT STATE I_ICFNSE N0. PLUMBING PE STATE LICENSE N0. ALUMINUM WIRE UNDERSIZE 8 ILLEGAL FLOOR BSM IST Solm N0. WATER ClASET TEMPORARV IWE7ER WASH BOWL W.R. FORM 6-19 NEW SERVICE - AMPS BATH TUB , j CHANGE SERVICE-AMPS SNOWER ✓ LIGH7ING SINK HEA71MG GARBAGE DISP POWER SUB-CIRCURS WATER HEATER qefr ront Group UTILfiY(RANGL,DISPOSER,ETCJ AUTO. WASHER pounds Clar s FIXTURES DISH WASHER AUTOMATIC SPRINKIER SYSTEM WIRMG MOTC.RS & CONTROLS f100R DRAIN ELEVATOR SI6N5 URINAL TRlaNSFORMERS 8 RECTFIERS SEWERS ADDITIfIN TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES 1 herebq ocknowledpe ihot this apDlico- fion is correcl nnd uruderstand that I oonnor srort this project unril tnia oppli- tofion ie aDCroved. I yhall comply with the lawe oi the Sta4e o1 Colorado and lo the Zoninq Repulations ond Buildinq Code of the City of Nfheot Ridqe. Any violofion of the abovn terma will cowe immediato revocation of thie permit pi<ente Sipnamrn OWNER PERMIT FEE ' usE Tax , y a TOTAL FEE $ CHIEF BUILDIfjIG INSPECTOR,Cityof Wheaf Ridqe Date Issued le rt'y773C1 -r a>- CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FORINSPECTIONS