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Home My WebLink About4730 Newland Streeti CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 4C ->-Z Job Address: 4f 7Q Permit Number: S= 2v) PCS I ❑ No one available for inspection: Ti Re -Inspection required: Yes When corrections have been http✓/www.ci. wheatridge.co. u Date • ( �.�n for at: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:----�� Job Address: Permit Number: ❑ No one available for inspection: Time !pM Re -Inspection required: Yes �No When corrections have been made, schedu for re -inspection online at: http:Uwww.ci.wheatridge.co.uslinspection Date°t • ( ( r: City of Wheat Ridge Residential Electric PERMIT - 202000255 PERMIT NO: 202000255 ISSUED: 02/05/2020 JOB ADDRESS: 4730 Newland St EXPIRES: 02/04/2021 JOB DESCRIPTION: Service change - 200 amps with 200 amp main breaker *** CONTACTS *** OWNER (303)909-2116 SANTORNO KERRY SUB (303)577-9628 ANDY NYMAN 070159 SUNRUN INSTALLATION SRVS. INC. *** 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 *** Must comply w/ 2012 IRC & 2017 NEC. Subject to field inspection. / v t I — 1, 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 thispermit. 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 th t rk be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 6V`id k4/;r CONTRACTOR (Circle one) Date 1. This permit was issued based on the inforffiation 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 permitfee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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�any ordinancl or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Buildirtf Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' IJV heat id,gc COMMUNny QFVFL0PMFN_1' 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: perm its(o)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # 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: 4730 Newland St Wheat Ridge CO 80033 Kerry Santorno Property Owner Email: Property Owner Mailing Architect(Engineer E-mail: Contractor Name: Sunrun Installation Services City of Wheat Ridge License M 070159 Phone: Phone: 303-577-9628 303-909-0775 Contractor E-mail Address: colorado.permitting@sunrunhome.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Thomas M. Brook Phone: 720-537-0235 CONTACT EMAIL(p/ease print): thomas.brook@sunrun.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. ❑COMMERCIAL ® RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Main panel replacement: Existing 100A main panel with 50A main breaker to be replaced with NEW 200A main panel with 200A main breaker Sq. FULF BTUs Gallons Amps 200 Squares For Solar: KW i# of Panels 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) 1500 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) (CONTRACTOR) orr�(AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): ""'� " ` �� DATE: 02/05/2020 Printed Name: Thomas M. Brook ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: 11 ' = -O.W1T4111k&IM[e]!IA'1 OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: City of Wheat Ridge Residential Solar PERMIT - 201901974 PERMIT NO: 201901974 ISSUED: 09/19/2019 JOB ADDRESS: 4730 Newland St EXPIRES: 09/18/2020 JOB DESCRIPTION: Residential solar, roof -mount, flush mount, grid -tied, 4.725 kW solar PV with main panel replacement: existing 100A main panel with 50A main breaker to be replaced with new 100A main panel with 100A main breaker. **REVISION: No longer doing a supply side tap. Updating plans to show a new 200/200A end fed main panel (not all in one, EATON) PV breaker in main interconnection and remove the fused A/C disco. No added valuation. *** CONTACTS *** OWNER (303)909-2116 SANTORNO KERRY SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,835.00 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. City of Wheat Ridge Residential Solar PERMIT - 201901974 PERMIT NO: 201901974 ISSUED: 09/19/2019 JOB ADDRESS: 4730 Newland St EXPIRES: 09/18/2020 JOB DESCRIPTION: Residential solar, roof -mount, flush mount, grid -tied, 4.725 kW solar PV with main panel replacement: existing 100A main panel with 50A main breaker to be replaced with new 100A main panel with 100A main breaker. **REVISION: No longer doing a supply side tap. Updating plans to show a new 200/200A end fed main panel (not all in one, EATON) PV breaker in main interconnection and remove the fused A/C disco. No added valuation. 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 Ian the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and thatvor�C t b� performed is disclosed in this document andlor its' accompanying approved plans and specifications. oJ' /Z'r Signature of &TP EIt�CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po Flans and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe 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 andprocedures 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 gra ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apph ible code or q►y 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 j�jl'qgc CC}MMUNI fY nGVELC7I'MENT Building & Inspection Services Division 7500 W. 29t'' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4730 Newland St Wheat Ridge CO 80033 Property Owner (please print): Kerry Santorno Phone: 303-909-0775 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: No longer doing a Supply side tap. Update plans to show a new 200/200A end fed main panel (not all in one, EATON), PV breaker in main interconnection and remove the fused AC disco. Sq. Ft./LF Amps 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 list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: Thomas M. Brook ZONING COMMMENTS: Reviewer: DEPARTMENT 02 • 'd -6i PUBLIC WORKS COMMENTS: Reviewer: SIGNATURE: ""''� " "' �2199�i DATE: 01/28/2020 PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION SOLAR MODULES • SYSTEM SIZE: 4725W DC, 380OW AC • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2012, MUNICIPAL CODE, AND ALL PV -1.0 COVER SHEET • MODULES: (15) LONGI GREEN ENERGY TECHNOLOGY CO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE PV -2.0 SITE PLAN LTD: LR6-60HPH-315M PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. PV -3.0 LAYOUT • INVERTER(S): ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. (1) SOLAREDGE TECHNOLOGIES: SE380OH-US WITH PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL REVENUE GRADE METERING GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. B MOUNT PV -4.0 ELECTRICAL PV -5.0 SIGNAGE • RACKING: SNAPNRACK RL; FLASHTRACK COMP, SEE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.SNR SNR A MOUNT DETAIL SD -00708 • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SUB-PANEL 18-1 • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH T YPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. 1-0-1 PV LOAD CENTER CHIMNEY • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL PANEL WITH 50 AMP MAIN BREAKER TO BE REPLACED CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). ATTIC VENT WITH NEW 200 AMP MAIN PANEL WITH 200 AMP MAIN • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SM SUNRUN METER BREAKER. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. -� • 9.94 AMPS MODULE SHORT CIRCUIT CURRENT. • 15.53 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). o PVC PIPE VENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INVERTER(S) WITH ® METAL PIPE VENT LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION [INV] INTEGRATED DC DISCONNECT AND AFCI ® T -VENT D AC AC DISCONNECT(S) D I? SATELLITE DISH IDCDC DISCONNECT(S) FIRE SETBACKS CB 0 COMBINER BOX HARDSCAPE F —I INTERIOR EQUIPMENT — PL— PROPERTY LINE LE a SHOWN AS DASHED SCALE: NTS sunrun A AMPERE AC ALTERNATING CURRENT AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP COMP COMPOSITION EC #7080, ME #30603 DC DIRECT CURRENT (E) EXISTING NUE, WESTMINSTER, CO 80037 6 Twin La EXT EXTERIOR pFIONE 303 5778?V7 PHONE 303.57.6 , µ FIRM FRAMING FAX .577.9629 ,, s •�a,< ..... �►,� CRY of INT INTERIOR CUSTOMER RESIDENCE: w ��<" •� �°� X (r ver H6.1t R �COMWMW LBW LOAD BEARING WALL KERRY J SANTORNO a� • a 1 x .--_ -- — - - - DEVE LOPM ENT MAG MAGNETIC 4730 NEWLAND ST WHEAT 0 5 0 Barkley Arvada _ _ AO��is MSP MAIN SERVICE PANEL RIDGE, CO, 80033 ..•,, (N) NEW g Regil s Reviewed WCode Co nimance — NTS NOT TO SCALE TEL. (303) 909-0775 }} Unive`sly OC ON CENTER APN #: 3924202010 PRE -FAB PRE -FABRICATED PROJECT NUMBER: �730NewlandStreet 7 _' ... -2,57 PSF POUNDS PER SQUARE FOOT 501 R-730SANT PV PHOTOVOLTAIC 415 580-6920 ex3 DESIGNER: ( ) Lakeside `'-`""""` paraIttMtYyl Date TL TRANSFORMERLESS AVB •u,..... s ,,aE r arnxw BERKELEY Mountain View eras. c.a .W* �• pe- tmoaoof°`m s+` y T 1 P TYPICAL V VOLTS JORGE JIMENE p M1) w .... w a,.K w A . .,• oM S�IOW1Ot�•/� f0/, Ol Ofl; ft pM•Mtlpro •fMr lrlft code o of oM W WATTS SHEET ..,a„ Wheat Ridge wssmc.. C s >d f•ow®u&uftso1—ttofconce,NKprovisAcmofthe 1140AW otheforawoKdiffeCW1slunnotbebWi0- COVER SHEET REV NAME DATE COMMENTS Clinger Cemeteryn Hill -ati.< wr �a°' rsicwLANe MOKU»rf & Cemetery "'.,." fl�n� .N•L g LAWSON 1/27/2020 INTERCONNECTION REV: B 1/27/2020 Crown Hill Park '"'"`"' Downtown Aquarium ' Edgewater L a °. o PAG E PV -1.0 Shahs s Center Lake Park P• �" Mile I -ii 'h Stadium SITE PLAN - SCALE = 3/32" = V-0" a 0 a PL PL PL PL PL PL o'. PL PL PL PL PL PL A" PL PL r r PL v r v r PL City of Building Division 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 - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 6' - 0" 24" 3' 4' - 0" 2'- 0" LONGI GREEN ENERGY TECHNOLOGY CO LTD: SD -00708 LR6-60HPH-315M AR -02 COMP SHINGLE - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 6'- 5" 24" 3' 4' - 0" 2'- 0" MODULE DIMS: SD -00708 66.26" x 39.21 " x 1.38" (36m m) AR -03 COMP SHINGLE - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 T- 0" 24" 3' 4'-0" 2'- 0" MODULE CLAMPS: SD -00708 Portrait: 14.6" - 18.5" AR -04 COMP SHINGLE - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 T- 0" 24" 3' 4' - 0" 2'- 0" Landscape: 5.9" - 9.8" MAX DISTRIBUTED LOAD: 3 PSF SD -00708 SNOW LOAD: 30 PSF D1 - AR -01 - SCALE: 1/8" = V-0" D2 - AR -02 - SCALE: 1/8" = 1'-0" WIND SPEED: PITCH: 21° PITCH: 21° 105 MPH 3 -SEC GUST. AZIM:90° T-2" AZIM:O° LAG SCREWS: 5/16"x4": 2.5" MIN EMBEDMENT 2'-5" 9" 3" NOTE: -3'-9"-� - - INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED 71, � SPANS, AND NOTIFY E.O.R. OF 3, 2„ I ANY DISCREPANCIES BEFORE 7'-2" PROCEEDING. 3'PENETRATION SPACING: I FULLY STAGGERED 3 ROW SPACING: 2'-11" I 0.75" BETWEEN ROWS COLUMN SPACING: 6'-8" 0.75" BETWEEN COLUMNS 3'-9" 6' —0 4, TYP 01 -I r) INn' 6' 5'-4"—� —6'-3"- 26' sunrun EC #7080, ME #30603 D3 - AR -03 - SCALE: 1/8" = 1'-0" D4 - AR -04 - SCALE: 1/8" = 1'-0" PITCH: 21 ° PITCH: 21 ° AZI M: 270 ° 7" AZI M :1 80 ° 8040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE FAX 303 57527 7.9829 CUSTOMER RESIDENCE: KERRY J SANTORNO 51 7" 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 9'-3" TEL. (303) 909-0775 )I APN #: 3924202010 6'-8" 1\ PROJECT NUMBER: - 4' TYP - 8 9 1 S 501 R-730SANT 1'-2"- 0 4' TYP - DESIGNER: (415) 580-6920 ex3 6" 1 ity of JORGE JIMENEZ e R- SHEET is� LAYOUT REV: B 1/27/2020 PAGE PV -3.0 SEE SITE PLAN FOR NORTH ARROW 20A PV ,yGR 6 2j0V METER SOCKET SQUARE D BREAKER AT OA CONTINUOUS DU221 RB OPPOSITE END TH LEVER BYPASS 3R, 30A,2P OF BUSBAR 0X 10' FROM 120/240VAC TILITY METERIMAX 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 120/240 VAC SINGLE PHASE SERVICE M O - METER XCEL W11 381 14 NEUTRAL UTILITY GRID NONE (2) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 l NEW 200A NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. MAIN (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 C 1 BREAKER (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC NEW 200A MAIN (N DEDICATED (N) LOCKABLE BLADE TYPE FACILITY '-- PANEL KWH METER AC DISCONNECT LOADS 4 4 20A PV ,yGR 6 2j0V METER SOCKET SQUARE D BREAKER AT OA CONTINUOUS DU221 RB OPPOSITE END TH LEVER BYPASS 3R, 30A,2P OF BUSBAR 0X 10' FROM 120/240VAC TILITY METERIMAX 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 LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR6-60HPH-315M: OPEN CIRCUIT VOLTAGE: MAX POWER VOLTAGE: SHORT CIRCUIT CURRENT: P320 OPTIMIZER CHARACTERISTICS: SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: MIN INPUT VOLTAGE: 8 VDC 15 V MAX INPUT VOLTAGE: 48 VDC 315 W MAX INPUT ISC: 11 ADC 40.6 V MAX OUTPUT CURRENT: 15 ADC 33.7 V 9.94 A SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 4725 W SYSTEM OPEN CIRCUIT VOLTAGE: 15 V SYSTEM OPERATING VOLTAGE: 380 V MAX ALLOWABLE DC VOLTAGE: 480 V SYSTEM OPERATING CURRENT: 12.43 A SYSTEM SHORT CIRCUIT CURRENT: 15 A JUNCTION BOX PV MODULES OR EQUIVALENT 1 LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR6-60HPH-315M • + (15) MODULES OPTIMIZERS WIRED IN: (1) SERIES OF (15) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P320 NOTES TO INSTALLER: • 15 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. • ADD 20 AMP PV BREAKER TO MAIN PANEL. • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN PANEL WITH 50 AMP MAIN BREAKER TO BE REPLACED WITH NEW 200 AMP MAIN PANEL WITH 200 AMP MAIN BREAKER. • • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. Approval Notes: 1) PV array system to have grounding system installed per Part III of Article 250 per 2017 NEC Art.690.47(A) 2) If UFER ground is not available provide or verify supplemental ground rods per 2017 NEC Art.250.104(B) - - - 3) Natural Gas piping to be bonded per 2017 NEC Art. 250.104(B). Ok O` sunrun EC #7080, ME #30603 8040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.8527 FAX 303.577.9829 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 APN #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET ELECTRICAL REV: B 1/27/2020 PAGE PV -4.0 &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 2017:690.13(B), 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) &WARNING PHOTOVOLTAIC SYSTEM COMBINER PANEL DO NOT ADD LOADS LABEL LOCATION: LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF UTILITY SERVICE METER AND MAIN APPLICABLE). SERVICE PANEL. PER CODE(S): NEC 2017: 705.12(B)(2)(3)(b), PER CODE(S): NEC 2017: 705.12(B)(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) 3.5" &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(13)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) 6" SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. LABEL LOCATION: ON OR NO MORE THAT 1 M (3 FT) FROM THE SERVICE DISCONNECTING MEANS TO WHICH THE PV SYSTEMS ARE CONNECTED. PER CODE(S): NEC 2017: 690.56(C)(1)(a) 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 (13)(3), 690.31 (13)(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 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION o POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS ON ROOF SERVICE ENTRANCE r= INVERTER (EXT) `ry of AC DISCON 6T gage "RAPID SHUT HU {lN" . 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 sunrun EC #7080, ME #30603 8040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.8527 FAX 303.577.9829 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 APN #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET SIGNAGE REV: B 1/27/2020 PAGE PV -5.0 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: `--' Job Address: Permit Number: ❑ No one available for inspection: Tirro_ M Re -Inspection requiredi `Yes.% No When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.uslinspection j ...�_ Dat City of Wheat Ridge E -Res. Electrical Service PERMIT - 202000134 PERMIT NO: 202000134 ISSUED: 01/16/2020 JOB ADDRESS: 4730 Newland St EXPIRES: 01/15/2021 JOB DESCRIPTION: Electrical service upgrade - 200 amps *** CONTACTS *** OWNER (303)909-2116 SANTORNO KERRY 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: 3,580.00 FEES Total Valuation 0.00 Use Tax 75.18 Permit Fee 109.20 ** TOTAL ** 184.38 *** 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. I, by m 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 aII 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 thepermit 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 maybe 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 ff the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or imanting of a pe t shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable cod or ny ordmanc gf 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 Wheat Ridge 01/17/2020 10:46 CDBA Electrical service u CDA822176 AMOUNT 8PSP 473O Newl-and St 184.38 APPL/PERMIT NO: 202000134 PAYMENT RECEIVED AMOUNT PP / 7881 184.38 AUTH CODE; 69847696 TOTAL 184.38 ____________________ Kimberly Cook 10D 1�10W 15 From: no-reply@ci.wheatridge.co.us Sent: Thursday, January 16, 2020 11:16 AM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application 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 * * 4730 Newland St Kim R Santorno 303-909-2116 Wheat Ridge Credit Card Authorization Form - 4730 Newland St - Santorno.pdf CONTRACTOR INFORMATION Contractor Business Name Contractor's License Number (This is a 5 or 6 Dutch Creek Electric 180075 1 digit number for the City of Wheat Ridge) Contractor Phone 303-620-6888 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address godutchcreek.tyler@gmail.com 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) godutchcreek.tyler@gmail.com Upgrade 200 House Provide additional details, n/a if needed. Project Value (contract 3580 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 2 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. City of Wheat Ridge Residential Solar PERMIT - 201901974 PERMIT NO: 201901974 ISSUED: 09/19/2019 JOB ADDRESS: 4730 Newland St EXPIRES: 09/18/2020 JOB DESCRIPTION: Residential solar, roof -mount, flush mount, grid -tied, 4.725 kW solar PV with main panel replacement: existing 100A main panel with 50A main breaker to be replaced with new 100A main panel with 100A main breaker. *** CONTACTS *** OWNER (303)909-2116 SANTORNO KERRY SUB (303)577-9628 Andy Nyman 070159 Sunrun Installation Srvs. Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,835.00 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 owne of the property and am authorized to obtain this erniit and perform the work described and approved in conjunction with this ermrt. er attest that I am legally authorized to include entities named within this document as parties to the work to be pe or that 11 w t e perform is disclosed in thi ocument and/or its' accompanying approved plans and specifications. G't z3 zol� tgnafur of OWNER orCONTRACTOR (Circle one) Date This permit was issued ba cI� �e irffo'rmation 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 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 Dlvlsion 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. Theuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap hcgble (code or a4yIordmance or regulation of this jurisdiction. Approval of work is subject to f any inspection. i d fly `yi Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of � Wheat P,0ge C,OMNAUNHY DEVILOPMENT 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: permitsCcD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # tea/ �l)61�' Plan Review F Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4730 Newland St Wheat Ridge CO 80033 Property Owner (please print): Kerry Santorno Phone: 303-909-0775 Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEngineere Architect/Engineer E-mail: Contractor Name: Sunrun Installation Services City of Wheat Ridge License #: 070159 Phone: Phone: 303-577-9628 Contractor E-mail Address: colorado.permitting@sunrunhome.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Thomas M. Brook Phone: 720-537-0235 CONTACT EMAIL(p/ease print): thomas.brook@sunrun.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # ❑COMMERCIAL Complete all highlighted fields. ® 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 4.725 kW Solar PV with main panel replacement: existing 100A main panel with 50A main breaker to be replaced with new 100A main panel with 100A main breaker Sq. FULF BTUs Gallons Amps Squares For Solar: 4.725 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) $ 8835 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) O TRACTOR (AUTHORIZ EPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: al Printed Name: Thomas M. Brook ZONING COMMMENTS: Reviewer: BUILAG DEPARTMENT COMMENTS: R ie krg-j�—::Z4 too • PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E 11 �sunrun September 12, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-730SAN1; Plan Set: Rev A, Dated 9/11/2019 Client: Kerry J Santorno Address: 4730 Newland 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 2x6 Rafter @ 24" OC. The roof is sloped at approximately 21 degrees and has a max rafter span of 7'0" between supports. Design Criteria: 0 2012 International Building Code • Basic Wind Speed Vult = 105 mph (Vasd = 82 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 of the applicable building code referenced above. Therefore, no structural upgrades are required. CDoeuSignedpby, �ti OtEFB9FE560A443.. 9/12/2019 City of wheat Ridge Building Division 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E a,sunrun, Structural Calculations for the Kerry J Santorno Residence PV Installation Date: Job Address: Job Number: Scope of Work 9/12/2019 4730 Newland St Wheat Ridge, CO, 80033 501 R-730SAN 1 These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load, Snow Load, Wind Load, & Dead Load 3 Roof (1) Framing Check 4 Roof Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 105 mph Exp. = C PV Dead Load: DPV = 3.0 psf (�Ppp0 UIC � OR, � �DocuSipnedby: &%6wn. C:,w 01 49349 I� -V01 EFB9FE580A443... ! whey �d9e c 9/12/2019 tR a sSS''1C1k1A�.�� Building 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E 5 Address: 4730 Newland St Wheat Ridge, CO, 80033 2 of 4 Structrure Geomet Mean Roof Height, hn = 12 ft Eave Height, he = 8 ft Buiding Length, L = 40 ft Building Width, B = 30 ft Module Area = 20 ft2 Roof Pitch, B = 21 degrees Live Load: 1.00 Roof Live Load, Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, Is = 1 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, Cs = 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 Zone 3 (psf) Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.61 -10.28 Unbalanced Width = 6.18 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 36.71 psf Fig 7-5 Wind Load: P30.4 = .6 x qh x GCPzone = 9.60 Basic Wind Speed (3s -gust), V = 105.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Exposure Category = C Brick Sec 26.7.3 Topographic Factor, Kzr = 1.00 2x4 Studs @ 16" Equation 26.8-1 Velocity Pressure, qh = 20.39 Gypsum 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) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4 = .6 x qh x GCPzone = -10.28 -18.96 -29.67 Equation 30.4-1 Downward (0.6W) GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4 = .6 x qh x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 Dead Load: Roof (11: Roof Walls - Exterior Composition Shingle 3.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 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 %hoot Ridge P 949.393.0993 guildin9 Division DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E TM Address: 4730 Newland St ' Wheat Ridge, CO, 80033 3 of 4 Roof (1) Framine Check: Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.00 ft b = 1.5 in d = 5.50 in Moment of Inertia, Ix = 20.80 in Section Modulus, Sx = 7.56 in Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi Wood Adjustment Factors: PV Tributary Width, Wpv = PV Tributary Length, Lpv = PV Tributary Area, At = PV Dead Point Load, PD = Ppvx At = Roof Distributed Load, wDL = Load Case: 0.6DL+0.6W (CD =1.61 Roof Zone = Pup = Pnetx At+0.6 x Po x COS(8) = 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) + 0.755 (CD =1.6 Roof Snow Distributed Load, wSL = Psnow = Ps At = Mb(wind_snow) = Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = Mallowable = Sx x Fb' (snow) = CD (Wind) CD (Snow) CLS CM Ct 1.60 1.15 1.00 1.00 1.00 CL CF Cfu CI Cr 1.00 1.30 1.00 1.00 1.15 3.30 ft 4.0 ft 13.2 ft2 37 Ib 13 plf 1 113 Ib -176 Ib -ft 2153 psi 1357 lb -ft > -176 OK 164 Ib 429 Ib -ft 2153 psi 1357 lb -ft > 429 OK 42 pif 256 Ib 757 Ib -ft 2153 psi 1357 Ib -ft > 757 Load Case: DL+S (CD =1.15) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 256 Ib Mb(snow) = 694 lb -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCI XCr = 1547 psi Mallowable = Sx x Fb' (snow) = 975 Ib -ft > 694 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 OK OK City of wheat Ridge Building Division DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E TM Address: 4730 Newland St Wheat Ridge, CO, 80033 4of4 Rafter Attachments: 0.6D+0.6W (Zone 2i Puplift = At x Pnet = 228 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: > 228 OK Table 11.2A - NDS > 228 OK 7olncrease = (wmtal + Warray) / Wtotal = 60697 *100%-100% = 1.309 ** 59920 **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. C 14 o1 W he°t Rtd90 0�t1dtn9 OIM`5800 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 1200 ft2 Wpanel = 42 Ib Wroofexisting = 8400 Ib NUmpanel = 15 Awallexisting = 1120 ft2 Wpanel_tot = 630 Ib Wwallexisting = 51520 Ib Wbos = 147 lb Mow = 59920 lb Warray = 7771b 7olncrease = (wmtal + Warray) / Wtotal = 60697 *100%-100% = 1.309 ** 59920 **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. C 14 o1 W he°t Rtd90 0�t1dtn9 OIM`5800 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Complete System and Product Certifications Positive power tolerance (0 - -5W) guaranteed LCMIS, IEC61730, UL1703 SC 9001:2009: 150 Qua;fty Mainagerrent SvrAn" High module conversion efficiency (up to L9 1 SC 14WI: 2004: 150 Environment 5y5,e-T Slower power degradation enabled by low I : DI Mono FERC technology: First year <2%, FS629&1: Guideline for module rJesign :..iticn and type approva: 0.55% yea; 2-25 0 SAS 118001: 2007 Occupational He, Safety Solid PID resistance ensured by Sulu- cell p,ccoss optimization and careful miodule BOM .ca us FC -E] Reduced resistive loss with lower oneraorig currem. -ONG. Su4,, Higher energy yield with, lower operating ton-pera-.are Reduced hot spot risk with crimmized electNCZ11 ueiign and lower operating current . 0`11i Solar he of �tc39� Rconi 1, ong Dis*Uict, 5hIngnc 0 12 7el: +8b 2- u1:141,'332 fax: 86 21 KC47377 -silicca .uom Fa-eo�o,�: s�*,,s, cc,,r,/-OWii Sci.ar �UtX&09 lie: D-je to colitinuojs te,-Wl 't&D ;)dljrnpmveiren!, tjc-.� ierivoned may oe. of rnoi.4 LONG. Scla, e Scle r g, to make wc, fri,-difsation a. anvt nlewi+'), (A.ce; DLnnandilg party sr sV t.qucsk 0!e a[,esLOakashect for such as conl,a.A a)nd make il u cails'-st c 1) -m pD-, 409 A Operational Tempel CC ...,.8l Power Output Tolerance - . S V., Voc and Isc Tolerance:.:c3`�* Maximum System Voltage X: '1 00: ll -C UL Maximum Series Fuse Rating: 20;; Nominal Operating Cele. Temperature: 4Ss2:. Safety Class Cass it Fire Rating: UL typc4 Model Number Cell Cris ion: 1231 ff x1i 1 L96-60HPH-305M LR6-60HPH-310M Jul Box: IP67, I zd - Output Cabe :...irr3 3r��rrrn - : ie, STC NOCT Caw Sgegl:5s = 3.2mmcoated tem^mer.,r;s NOCT Frarrti<'irx''R] IRTI 1 fwl!ar(�p NOCT Weight:l80kg 300 222.2 Pimensron: `_683x99Ex35mm. 229.6 Packaging: 30l per pa Jet 233.4 8l per 20'GP 237.1 7cT.Jpcs per 40'14,1' Operational Tempel CC ...,.8l Power Output Tolerance - . S V., Voc and Isc Tolerance:.:c3`�* Maximum System Voltage X: '1 00: ll -C UL Maximum Series Fuse Rating: 20;; Nominal Operating Cele. Temperature: 4Ss2:. Safety Class Cass it Fire Rating: UL typc4 Model Number LR6-60HPH-300M L96-60HPH-305M LR6-60HPH-310M LR6 60HPH-315PA LR6-60HPH-320M Testing Condition STC NOCT STC NOCT STC NOCT STC NOCT STC NOCT Maximum Power (Pmax/W) 300 222.2 305 225.9 310 229.6 315 233.4 320 237.1 Open C.rcuit Voltage (Vol 39.8 37.1 40.1 37.4 403 377 =?0.6 37.9 40.9 38.2 Short Circuit Current (Isc/A) 9.70 1.82 9.78 7.88 9.86 7.94 994 8.01 10.02 8.08 Voltage at Maximum Power iVmp/V) 32.9 30.4 33.1 306 33.3 30.8 33.7 31.1 33.9 31.3 Current at Maximum Power (Imp/A) 9.13 7.32 9.21 7.38 9.30 7.46 9.36 7.50 9.43 7.55 Module Efficiency;%) 17.9 18.2 18.5 18.8 19.1 STC (Standard Testing Conditions): Irradiance 1000W/m2, Cell Temperature 25 C., Spectra at AM1.5 NOCT (Nominal Operating Cell Temperaturej: Irradiance 800VJ/m2, Arl Temperature 20 C, Snectra at AM1.53, Wino, at im/S Temperature Coefficient of Isc -0,05710/ C Temperature Coefficient of Voc -0.28l C Temperature Coefficient of Pmax 0.37011X/ C Current -Voltage Curve (LR6-60HPH-310M) 10 1 4 E z t ` v V 10 20 30 40 volbgeM Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) 35D cdmo.-ssro Wo -Yi6tlrRYndnI000V/gym' -mann `.eamr B -Ficltlmi I�aa �wama �r0 -Mbm�Ma�aavxmP 6 a.�Y��trsa-1aoN 200 \ u , Indaerrt kM=1001V/m' Gi 100 Ill -I lntl.3G01V/rtl 00 0 10 20 30 40 Voltage M 5400Pa 2404Pa 25mm Ha lstone at the speed l 23m/s Current -Voltage Curve (LR6-60HPH-310M) 12 cr,�„e-zsc 10 B Inodx�t had..arowhrJ a\\ 6 Indtlein Yndv/m� \ u , Indaerrt kM=1001V/m' Gi 2 Ill -I lntl.3G01V/rtl 0 0 10 20 30 40 vohagil Division guiding Solar'e,I + 1 � La 1z 22T, Zucl C R,A, t-- r ig I t, St r>t _ a-, 2l=+a r tI' 1 r7 (,104/3 Face„ . v;r .- . .,k �� I, ;N;;I Sour ilt,n❑ous te_h- c.- srx:.a I &i imp,cver^:el tw hr c. u -a a, .. ,- �� maybe � m�fl�hoat -,r: i x � LOh.G. S<,lar have 1r s.,de ngf': to ni.,he s - _.�, _ la_dtte n a., anylti e wfabo,. Di,nding paLy sfralt ;quiet ' i .- ,r- , �t.>��e=et forsuch as colt'a-I i,=-.ul-air -ai x i :: co�s3ti,, .9 t>',iil ,e Ldtrcr. duly siR' p 1 by L rt 1 t! ; 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%) City of — Mitigates all types of module mismatch losses, from manufacturing tolerance to partial shading — Flexible system design for maximum space utilization Wheat Ridgo — Fast installation with a single bolt Building Division — 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 wwwsolaredge.us so I a r' • • z SolarEdge Power Optimizer Module Add -On for North America P300 / P320 / P370 / P400 / P405 P300 P320 P370 P400 P405 (for higher -power (for 60 -cell mod- (for high-power (for 72 & 96 -cell (for thin film 6072-cell � _ules) modules) ules) 60 -cell modules) INPUT Rated Input DC Powerin.............................300 ....... .........320..... _ 370 - 400 405 ... W ...... ...... ... Absolute Maximum Input Voltage 48 60 80 125 Vdc Voc at lowest tem erature MPPT Operating Range 8 48 8.- 60........8 - 80........ .... 12, 5 : 105 ..... Vdc. Maximum ShortCircuit Current (Isc) 10 li 10.1 Adc Maximum DC Input Current 12, 5 13.75 12:63 Adc .......................................... Maximum Efficiency 99.5 WeightedEfficiency ...................................... .................. 98.8..................... .................. ......... ...... ..... `�....... r]vervoIta¢e Cateeory II 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 8, IEC61000-6-2, IEC61000-6-3 ................................................................. .............. Safety ........................................ . .. . ........................... IEC62109-1 (class 11 safety). UL1741.............. ............................. .......... RoHS Yes INSTALLATION SPECIFICATIONS imum . Allo ..... System ,.MaxMaximum Allowed System Voltage ........................ ? ........ ........................ ................... .... Vdc ....... Compatible inverters All Solarlidge Single Phase and Three Phase inverters ..... ...... ...................... .................. .... Dimensions (W x Lx H) 128x152x35/ 128...x152.x50/ 128 x 152 x 27.5 / 5 x 5.97 x 1.08 5x5.97x1.37 Sx5.97x1.96 ...................... / in .............. .......... ......... ............................. Weight (including cables) ................................................630./1:4...... .............. .................... .:................................ ...................... ......... I ............ ......7.50J.1.7 ...... ......945./.11.9 ...... ... Input Connector MC4 Compatible MC4 / MC4 Compatible Amphenol AH4 Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible .......1 _..... ... . Amphenol AH4 ..Output Wire Length ......................................... 9,95/1.3..!) ............. ... ............................. 1.2/3,9 ........... , ................. ... ?! ft..... OperatingTernperatureRanpe....................................................... +85/-40-+185.. .......... .......... ...................... ...��.�.�F.... Protection Rating.......................................................................... ..IP68 / NEMA6P Relative Humidity ........................... 0 " 1� I ........ I.,........... ..... %....... Ill Rated STC power of the module. Module of up to+5% powertolerance allowed. PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE A SOLAREDGE INVERTER(Ao HD -WAVE Minimum String Length 8 (Power. Optimizers). ................................................... Maximum String Length 25 ..Power Optimizers) ......... . ............. ............ . Maximum Power per String 5700 (6000 with 5250 ............... SE7600H-US) ,. . Parallel Strings of Different Lengths or .Orientati.ons. ................................................................................................. I:l For detailed string sizing information refer to: http://www.wiaredge.wm/shes/defauft/files/string_sizing_na.pdi Isl R is not allowed to mix P405 with P300/P370/P400/P600/P700 in one string. THREE PHASE 208V THREE PHASE 480V W Single Phase Inverter Wit HD-Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US ADDITIONAL FEATURES Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optional(l) 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, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (HI) Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size /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 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 in / i mm Weight with Safety Switch 22110 25.1/11.4 26.2/11.9 38.8/17.6 i Ib / kg Noise < 25 <50 d8A Cooling Natural Convection Operating Temperature Range -40 to +140 / -40 to +60(4) T /'C Protection Rating NEMA 4X (Inverter with Safety Switch) m) Revenue grade inverter P/N: SE)o=H-US000BNC4 R Full power up to at least 50'C / 1227; for power de -rating information refer to: https7/www.solaredge.conVsites/defauk(files/se-temperature-derating-note-na.pdf O SolarEdge Technologies, Inc. AN dghts reserved. SOIAREDGE, the SolarEdge logo, OPTIMrLED SY SOIAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc AM other trademarks mentioned heroin arm trademarks of their respective owners. Date: 1/2019N01/ENG NAM. Subject to change without notice. City of Wheat Ridge Building Division RoHS Single Phase Inverter with HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-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 j VA Maximum DC Power @208V - 5100 3300 @ 208V 15500 5000 @ 208V Transformer4ess, Ungrounded Yes 10000 @ 208V j Maximum AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 10000 11400 @ 240V 10000 @ 208V VA AC Output Voltage Min.-Nom.-Maxve 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208VO - 9 - 13.5 v, Vac (211 - 240 - 264) 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection AC Output Voltage Min. -Nom. -Max Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency Vac (183 - 208 - 229) Nighttime Power Consumption < 2.5 W AC Frequency (Nominal) 59.3 - 60 - 60.50 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 Transformer4ess, Ungrounded Yes j Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240VO 8.5 10.5 13.5 16.5 20 27 30.5 Adc Maximum Input Current @208VO - 9 - 13.5 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 500ko Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficiency 99 99 @ 240V 98.5 @ 208V Nighttime Power Consumption < 2.5 W m For other regional settings please contact SolarEdge support m A higher current source may be used; the inverter will limit its input current to the values stated DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E 8,sunrun- September 12, 2019 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-730SAN1; Plan Set: Rev A, Dated 9/11/2019 Client: Kerry J Santorno Address: 4730 Newland 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 2x6 Rafter @ 24" OC. The roof is sloped at approximately 21 degrees and has a max rafter span of 7'0" between supports. Design Criteria: • 2012 International Building Code Basic Wind Speed Vult = 105 mph (Vasd = 82 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 of the applicable building code referenced above. Therefore, no structural upgrades are required. oocusianea by, C laosn I� awn o% 01EFB9FE560A443... 0" 9/12/2019 reotR�d90 gv�Lxa%n9 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E a,sunrun Structural Calculations for the Kerry J Santorno Residence PV Installation Date: Job Address: Job Number: Scope of Work 9/12/2019 4730 Newland St Wheat Ridge, CO, 80033 501 R-730SAN 1 These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load, Snow Load, Wind Load, & Dead Load 3 Roof (1) Framing Check 4 Roof Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 105 mph PV Dead Load: DPV = 3.0 psf R Be.,S F4 IDoeuSipnedpby: 00' 01 S L1.�9;1. 1�1.aWn, 49349 01EF89FE5BOA443 t. 9/12/2019 Exp. = C 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 011 of wheat R1690 p1V 151an ��j1\�j1t�9 DocuSign Envelope ID: 4D4D146B-2l A7-4CF5-9FA3-96A951BD095E TM Address: 4730 Newland St ' Wheat Ridge, CO, 80033 2 of 4 Structrure Geomet Mean Roof Height, hr, = 12 ft Eave Height, he = 8 ft Buiding Length, L = 40 ft Building Width, B = 30 ft Module Area = 20 ft2 Roof Pitch, 0 = 21 degrees Live Load: 1.00 Roof Live Load, Lr = 20.00 psf Equation 4.8-1 Snow Load: Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, h = 1 Table 1.5-1 Thermal Factor, Ct = 1.1 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, Cs = 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 Zone 3 (psf) Drift Height, hd = 1.44 ft Figure 7-9 Roof slope for a rise of one, S 2.61 -10.28 Unbalanced Width = 6.18 ft Fig 7-5 y = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 36.71 psf Fig 7-5 Wind Load: P30.4 = .6 x q x GCPzone = 9.60 Basic Wind Speed (3s -gust), V = 105.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Exposure Category = C Brick Sec 26.7.3 Topographic Factor, Kzr = 1.00 2x4 Studs @ 16" Equation 26.8-1 Velocity Pressure, qh = 20.39 Gypsum 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) GCp = -0.84 -1.55 -2.43 Table 30.4-2 P30.4 = .6 x q x GCPzone = -10.28 -18.96 -29.67 Equation 30.4-1 Downward (0.6W) GCp = 0.43 0.43 0.43 Table 30.4-2 P30.4 = .6 x q x GCPzone = 9.60 9.60 9.60 Equation 30.4-1 Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 3.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 of Total Roof DL = 10.0 psf Total Wall DL = 46.0 psf Wheal Ridge guiidin9 owision 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 4D4D146B-21A7-4CF5-9FA3-96A951BD095E iM Address: 4730 Newland St ' Wheat Ridge, CO, 80033 3 of 4 Roof (1) Framine Check: Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 7.00 ft b = 1.5 in d = 5.50 in Moment of Inertia, Ix = 20.80 in Section Modulus, Sx = 7.56 in3 Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.30 1.00 1.00 1.15 PV Tributary Width, Wpv = 3.30 ft PV Tributary Length, Lpv = 4.0 ft PV Tributary Area, At = 13.2 ftz PV Dead Point Load, PD = Ppv x At = 37 Ib Roof Distributed Load, wDL = 13 plf Load Case: 0.6DL + 0.6W (CD =1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD X COS(0) = 113 Ib Mb(wind up) _ -176 Ib -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx X Fb' (wind) = 1357 Ib -ft > -176 OK Load Case: DL + 0.6W (CD =1.6) Pdown = Pnet x At + PD X COS(0) = 164 Ib Mb(wind_down) = 429 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCLXCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 429 OK Load Case: DL + 0.75(0.6W) + 0.755 (CD =1.6) Roof Snow Distributed Load, wSL = 42 plf Psnow = Ps x At = 256 Ib Mb(wind_snow) = 757 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx X Fb' (snow) = 1357 Ib -ft > 757 OK Load Case: DL + 5 (CD =1.15) Roof Snow Distributed Load, wSL = 42 plf City of Psnow = Ps x At = 256 Ib Mb(snow) = 694 Ib -ft Wheot Ridge Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 1547 psi Mallowable = Sx x Fb' (snow) = 975 Ib -ft > 694 Ortuilding Division 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 DocuSign Envelope ID: 4D4D1466-21A7-4CF5-9FA3-96A951BD095E rrn Address: 4730 Newland St Wheat Ridge, CO, 80033 4of4 Rafter Attachments: 0.6D+0.6W (Zone 2) Puplift = At x Pnet = 228 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: > 228 OK Table 11.2A- NDS > 228 OK �Yolncrease = (Wtotal + Warray) / Wtotal = 60697 *100%-100% = 1.30% ** 59920 **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. V111001 Ridge guildin9 ptvision 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load: Solar Dead Load: Arodexisting = 1200 ft2 Wpanel = 42 Ib Wrodexisting = 8400 lb NUmpanel = 15 Awallexisting = 1120 ft2 Wpanel_tot = 630 Ib Wwallexisting = 51520 lb Wbos = 147 lb Wtotal = 59920 lb Warray = 777 lb �Yolncrease = (Wtotal + Warray) / Wtotal = 60697 *100%-100% = 1.30% ** 59920 **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. V111001 Ridge guildin9 ptvision 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 solar=@o 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 City of — Flexible system design for maximum space utilization — Fast installation with a single bolt Wt►eat Ridge — Next generation maintenance with module -level monitoring — Module -level voltage shutdown for installer and firefighter safety twitding Division USA -CANADA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLAN©S-UK-ISRAEL -TURKEY -SOUTH AFRICA-BULGARIA•IN®IA www.solaredge.us so l a rIIIIII► • • SolarEdge Power Optimizer Module Add On for North Ameri Safety Output Voltage per Power Optimizer ca Vdc STANDARD COMPLIANCE Minimum String Length P300 / P320 / P370 / P400 / P405 EMC FCC Part15 Class 0, IEC61000-6-2, IEC63000-6-3 Maximum String Length Safet !....... ........ ................... ... P370 RoHS Yes 5250 ............... ............ . P300 P320 P400 (for higher -power P405 I ........ ?�...... .... ............ .... Vdc (for 60 -tell mod- (for high-power 60 and 72 -cell (for 72 & 96 -cell .............. (for thin film 128 x 152 x 27.5 / S x 5.97 x 108 128x152x35/ 128x152x50/ 5x597x1.37 5x5.97x1.96 mm/In ules) 60 -cell modules) modules) modules) _T gr / Ib modules) MC4 Compatible MC4 / MC4 Compatible Amphenol AH4 .......................... INPUT Double Insulated; Rated Input DC Power+tl . 300 320 370 400...... ...... .............. . Amphenol AH4 405 W .................... Absolute Maximum Input Voltage ... m / ft..... 60 80 ...��.�.�F.... 125 Vdc (Voc at lowest temperature) ..... .............48 .................. . % MPPT Operating Range ................10 B-48 48 ........ ..........1 8-60 ..................... 8-80 ...................10.1................... 12.5 -105 .. Vdc Maximum ShortCircuit Current Isc ..�............................. ................................... Adc .............. Maximum DC Input Current .................. 12.5 13.75 .................. . 12:63 Adc MaximumEfficiency .................................................. 99.5 ...................................................... ..... ...... cen Weighted Effi.I...q........................................... 98.8 .......................................................................................... %....... Overvolta a CategoryII OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) MaximumOutput Current..........................................................................is................................. ...................... ....Adc Output Voltage 60 85 Vdc _Maximum OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) Safety Output Voltage per Power Optimizer 1 Vdc STANDARD COMPLIANCE Minimum String Length 8 EMC FCC Part15 Class 0, IEC61000-6-2, IEC63000-6-3 Maximum String Length Safet !....... ........ ................... ... IEC62 309-1 class II safe UL1741 l............tY)f........................................................... RoHS Yes 5250 ............... ............ . INSTALLATION SPECIFICATIONS Yes Maximum Allowed System Voltage ..................................................... I ........ ?�...... .... ............ .... Vdc Compatible inverters .... All SolarEdge Single Phase and Three Phase inverters ....... ...................... .............. Dimensions (W x L x H) 128 x 152 x 27.5 / S x 5.97 x 108 128x152x35/ 128x152x50/ 5x597x1.37 5x5.97x1.96 mm/In Weight (including cables) 630 / 14 750 / 1.7 845 / 1:9...... .........I ............ . gr / Ib Input Connector MC4 Compatible MC4 / MC4 Compatible Amphenol AH4 .......................... ............. Double Insulated; Output Wire Type / Connector Double Insulated; MC4 Compatible MC4/ Double Insulated; MC4 Compatible ...... .............. . Amphenol AH4 Output Wire Length ...................................... 0.95 / 3.0................ ............................ 1.2 / 3.9............................. ... m / ft..... Operating Temperature Ran&e..................................................... -40 - +SS / -40 -,+185.... ................................... ...��.�.�F.... Protection RatingIP68 .......... ................... NEMA6P Relative Humidity0 -100 % I'I Rated STC power of the module. Module of up to +5% power tolerance allowed PV SYSTEM DESIGN USING SINGLE PHASE SINGLE PHASE A SOLAREDGE INVERTER1zf(3) HD -WAVE Minimum String Length 8 (Power Optimizersl.... ... ......................................... I....... _ . Maximum String Length 25 ,(Power Optimizers Maximum Power per String 5700 (6000 with SE7600H-US) .... 5250 ............... ............ . Parallel Strings of Different Lengths Yes or Orientations I')Fordetailed string sizing information referto: http://www.solamdge.mm/sites/default/files/strin&_sking_na.pdf I'1 It is not allowed to mot P405 with P300/P370/1`4000600/P700 in one string. THREE PHASE 208V THREE PHASE 490V t Single Phase Inverter Wit HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE10000H-US / SE1140OH-US SE3000H-US SE380OH-US SE5000H-US SE6000H-US SE760OH-US SE10000H-US SE1140OH-US ADDITIONAL Supported Communication Interfaces RS485, Ethernet, ZigBee (optional), Cellular (optional) Revenue Grade Data, ANSI C12.20 Optionalm Inverter Commissioning with the SetApp mobile application using built-in Wi+ station for local connection Rapid Shutdown - NEC 2014 and 2017 690.12 Automatic Rapid Shutdown upon AC Grid Disconnect STANDARD COMPLIANCE Safety UI -1741, UL1741 SA, UL1699B, CSA C22.2, Canadian AFCI according to T.I.L. M-07 Grid Connection Standards IEEE1547, Rule 21, Rule 14 (Hq Emissions FCC Part 15 Class B INSTALLATION SPECIFICATIONS AC Output Conduit Size /AWG Range 3/4' minimum / 14-6AWG 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 / 450 x 370 x 174 21.3 x 14.6 x 7.3 / 540 x 370 x 185 in/ mm Weight with Safety Switch 22110 25.1/11.4 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 +60(4) -F / -C Protection Rating NEMA 4X (Inverter with Safety Switch) nr Revenue grade inverter P/N: SEx=H-Us000BNC4 fN Full power up to at least 50'C / 1227; for power de -rating information refer to: https;//www.solaredge.corrVsites/defauVfiles/se-temperaturederafing-note-na.pdf O SolarEdge Technologies, Inc. All rights reserved. SOLAREDGE, the SolarEdge logo, OPTIMIZED BY SOLAREDGE are trademarks or registered trademarks of SolarEdge Technologies, Inc. AM RoHS other trademarks mentionrespective owners, heroin aro trademarks of their respectowners, Date: 1/2019/V01/ENG NAM. Subject to change without notice. Single Phase Inverter Wit HD -Wave Technology for North America SE3000H-US / SE380OH-US / SE5000H-US / SE6000H-US/ SE760OH-US / SE1000OH-US / SE1140OH-US APPLICABLE TO INVERTERS WITH PART NUMBER OUTPUT SEXXXXH-XXXXXBXX4 Rated AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 j 10000 11400 @ 240V 10000 @ 208V VA Maximum AC Power Output 3000 3800 @ 240V 3300 @ 208V 5000 6000 @ 240V 5000 @ 208V 7600 ! 10000 10000 @ 208V VA AC Output Voltage Min. -Nom. -Max. Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V(4 8.5 10.5 Vac (211 - 240 - 264) ' Adc Maximum Input Current @208V(49 13.5 - 27 Adc Max. Input Short Circuit Current 45 AC Output Voltage Min. -Nom. -Max Adc Reverse -Polarity Protection _ Ground -Fault Isolation Detection 600ka Sensitivity Vac 083 - 208 - 229) Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficient 9 Y 99 99 @ 240V 98.5 @ 208V % AC Frequency (Nominal) < 2.5 W 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 Transformer4ess, Ungrounded Yes Maximum Input Voltage 480 Vdc Nominal DC Input Voltage 380 400 Vdc Maximum Input Current @240V(4 8.5 10.5 13.5 16.5 20 27 30.5 ' Adc Maximum Input Current @208V(49 13.5 - 27 Adc Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection 600ka Sensitivity Maximum Inverter Efficiency 99 99.2 % CEC Weighted Efficient 9 Y 99 99 @ 240V 98.5 @ 208V % Nighttime Power Consumption < 2.5 W f0 For other regional settings please contact SolarEdge support 'a A higher current source may be used; the inverter will limit its input current to the values stated ow Ot Wheat Ridge pt,ildin9 Divisten Complete System and Product Certifications IPC 61215, _:C61730, U1.1703 ISC ISC Quality Maragement 5,istem !SC 1400I: 2004: 150 Environment Management System ?552941: Guideline for module resign qualification and type approval OHSAS 1,8001 2007 Occupational Health and Safety t I. cha'g., L 0, 1T� i1 �L of mte, pimiation. Positive power tolerance (01 — +5W) guaranteed High module conversion efficiency (up to 19.1 %) Slower power degradation enabled by Low LID Mono PFRC te-innology: First year <2%, 0.55%yeac 2-25 Solid PID resistance ensured by solar cell process opOrnizaton and careful module BONI se,ec`o- Reduced resistive loss with 'ower opera ng current Higher energy yield wit". lower operating tempera--ure Reduced hot spot risk caul -.h optimized electrical design and laver operating current City of %,,eot Ridge Room 2-'1, ?irke, 8, La,w 2290, ZuchcnFni Rcad, P,jdQ,)e 51,�mgnal, 201.203 Di'lision 711,1: +8 6-2'.' 61347332 € dx: -86 2161047;7 7 iiding Solar Facebook: www t - a-eb-pk OtAGi War J,Ijte: 0.1e tech, ca i,8,1) .;:;c irnp �,vemen', tedm�cal data atbule -,jY De of rnudifi-lation prier ncir"R '." LONG schr have tne wIL rtgk, W [Hake s,A: fmlt: ficakic-) ai anyUrne Wilho" 'd co, 'di 9., party Sh;ll -:quest `-- L )Q' 4aLP:,1 '—)Iz..,I�":!t £or sur'll as coWad, neud, xl,. --.aa L ri o0isisti,,P, arld bir'lcirE p'),, c' a,t,'o faat-on duly 5ig, ed by bovi ,;a,ves V 09 Temperature Coefficient of Isc -0.0571 ! C Temperature Coefficient of Voc-0.28,57,o/ C Temperature Coefficient of Pmax -0.370%/ C Current -Voltage Curve (LR6-60HPH-310M) to 8 a4 2 0 Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) iso cd".- 300-naeMcew.-�au«ma -naanunnd.�ouvr� 250-Y�citleiehaC.lovN/m' ...Yranxk+a=3owv y 200 O 150 100 30 40 5400Pa 2400Pa 25ram Ha (Stone at the weed of 23rn/s Current -Voltage Curve (LR6-60HPH-310M) 12 to _ tmexYad=iomv/m� 6 Micavrt E 1 4 kitleu¢k�C.°ov.Wm' 2 Indact.Yod-xunh,r ; o ll) 0 10 20 30 40 Cell Orientarion:110 (6x2-,:; Operational Temceraiure:-4C.0 _ .851 Vo*e M Junction Box: IP67. it ca -:odes Powet Output Tolerance: U "+S Vv' Output Cabe: 30:'rnrc -.- . •ng. Voc and Isc Tolerance ;.3-'C. 7&I ---s per-t7HC Maxim urr System Voltage; ✓ , ,(.i+.' IFC/U..J t 3.2mmcoater. ter rrigos Max'.mum Series Fuse Rating: 20A A Frame: Avod,(Yi a t Mr% atw frarrP Test uncertaft" for Pmax.- ±3% Model Number Nominal Cpia raring Cel'I Temperature 4512 4-' We. ight: I5PFg LR6-60HPH-320M Testing Condition STC NOCT Safety Cass: Cass 11 NOCT 6imensior 683x99ox35mr STC NOCT Maximum Power (Pmax/W) Firc Rating. 'it. tvDe4 305 225.9 310 Packaging § pcs pe, pa �. 315 233.4 Temperature Coefficient of Isc -0.0571 ! C Temperature Coefficient of Voc-0.28,57,o/ C Temperature Coefficient of Pmax -0.370%/ C Current -Voltage Curve (LR6-60HPH-310M) to 8 a4 2 0 Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) iso cd".- 300-naeMcew.-�au«ma -naanunnd.�ouvr� 250-Y�citleiehaC.lovN/m' ...Yranxk+a=3owv y 200 O 150 100 30 40 5400Pa 2400Pa 25ram Ha (Stone at the weed of 23rn/s Current -Voltage Curve (LR6-60HPH-310M) 12 to _ tmexYad=iomv/m� 6 Micavrt E 1 4 kitleu¢k�C.°ov.Wm' 2 Indact.Yod-xunh,r ; o ll) 0 10 20 30 40 VOL -9. M --80pC13per 2L GP Vo*e M 0% 7&I ---s per-t7HC Electrical Characteristics Test uncertaft" for Pmax.- ±3% Model Number LR6-60HPH-300M LR6-60HPH-305M LRS-60HPH-310M LRG-60FPH-315lv1 LR6-60HPH-320M Testing Condition STC NOCT STC NCC_ STC NOCT STC NOCT STC NOCT Maximum Power (Pmax/W) 300 222.2 305 225.9 310 229.6 315 233.4 320 237.1 Ogen Circuit Voltage (Voc/V) 39.8 37.1 40.1 37.4 40.3 37.7 -C.'a 37.9 40.9 38.2 Short Circuit Current (Isc/A) 9.10 7.82 978 7.88 9.86 7.94 994 so- 10.02 8.08 Voltage at Maximum Power (Vmp/V) 32.9 30.4 33.1 30,6 333 30.8 33.7 31.1 33.9 31.3 Current at Maximum Power (Imp/A) 9.13 7.32 9.21 738 9.30 7.46 9.36 7.50 9.43 7.56 Module Efficiency!%) 17.9 18.2 18.5 18.8 19.1 STC (Standard Testing Conditions): Irradiance 100OW/m°, Cell Temperature 25 C, Spectra at AM1.5 NOCT (itiom'nal Operatng Cell Temperature): Irradiance 803W/W, Ambie^t Temperature 20 C, Spectra at AM:1.5, Wind at lm/S Temperature Coefficient of Isc -0.0571 ! C Temperature Coefficient of Voc-0.28,57,o/ C Temperature Coefficient of Pmax -0.370%/ C Current -Voltage Curve (LR6-60HPH-310M) to 8 a4 2 0 Front Side Maximum Static Loading Rear Side Maximum Static Loading Hailstone Test Power -Voltage Curve (LR6-60HPH-310M) iso cd".- 300-naeMcew.-�au«ma -naanunnd.�ouvr� 250-Y�citleiehaC.lovN/m' ...Yranxk+a=3owv y 200 O 150 100 30 40 5400Pa 2400Pa 25ram Ha (Stone at the weed of 23rn/s Current -Voltage Curve (LR6-60HPH-310M) 12 to _ tmexYad=iomv/m� 6 Micavrt E 1 4 kitleu¢k�C.°ov.Wm' 2 Indact.Yod-xunh,r ; o ll) 0 10 20 30 40 V 09 VOL -9. M voltage M Vo*e M 0% CtIy R,d9® .n rept CSV 15100 Solar _ t yc .,._" WW'A t;nptil r _ d: a G"�.. �.t' r=❑ ":a, ° m.;o 6cat ..ccorrira 1 l; 1hG ,. �!. ter;t:-mase `.. (t. �ctu... >J< ...,is. t; b., alre, t,.: cr V 09 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 4725W DC, 380OW AC • ALL WORK SHALL COMPLY WITH NEC 2017, IBC 2012, MUNICIPAL CODE, AND ALL SOLAR MODULES PV-1.0 COVER SHEET • MODULES: (15) LONGI GREEN ENERGY TECHNOLOGY CO MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. SE SERVICE ENTRANCE PV-2.0 SITE PLAN LTD: LR6-60HPH-315M • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH NEC 2017. • INVERTER(S): • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH NEC 2017. PV-3.0 LAYOUT (1) SOLAREDGE TECHNOLOGIES: SE380OH-US WITH • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY MP MAIN PANEL PV-4.0 ELECTRICAL REVENUE GRADE METERING GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. • RACKING: SNAPNRACK RL; FLASHTRACK COMP, SEE MODULES CONFORM TO AND ARE LISTED UNDER UL 1703.SNR B MOUNT DETAIL SD-00708 INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. SP SUB-PANEL SNR A MOUNT PV-5.0 SIGNAGE • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • SNAPNRACK RACKING SYSTEMS, IN COMBINATION WITH TYPE I, OR TYPE II MODULES, ARE CLASS A FIRE RATED. LC PV LOAD CENTER CHIMNEY " • MAIN PANEL REPLACEMENT: EXISTING 100 AMP MAIN • RAPID SHUTDOWN REQUIREMENTS MET WHEN INVERTERS AND ALL PANEL WITH 50 AMP MAIN BREAKER TO BE REPLACED CONDUCTORS ARE WITHIN ARRAY BOUNDARIES PER NEC 690.12(1). C LE I `ter �i E D WITH NEW 100 AMP MAIN PANEL WITH 100 AMP MAIN • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G). SUNRUN METER %� ATTIC VENT ISR BREAKER. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.94 AMPS MODULE SHORT CIRCUIT CURRENT. • 15.53 AMPS DERATED SHORT CIRCUIT CURRENT [690.8 (a) & 690.8 (b)]. FLUSH ATTIC VENT PM DEDICATED PV METER PDQ • PV INSTALLATION COMPLIES WITH THE NEC 2017 ARTICLE 690.12(B)(2). o PVC PIPE VENT CONTROLLED CONDUCTORS LOCATED INSIDE THE ARRAY BOUNDARY ARE INVERTER(S) WITH LIMITED TO 80 VOLTS WITHIN 30 SECOND OF A RAPID SHUTDOWN INITIATION g� METAL PIPE VENT INV INTEGRATED DC DISCONNECT AND AFCI ® T-VENT NAC DISCONNECT(S) 17 SATELLITE DISH DC DC DISCONNECT(S) FIRE SETBACKS CB � 6B COMBINER BOX . -, HARDSCAPE F —I INTERIOR EQUIPMENT — PL— PROPERTY LINE LEa SHOWN AS DASHED SCALE: NTS Approval Notes: n �� n A AMPERE 1)Verify or provide supplemental ground rod or AC ALTERNATING CURRENT rods per 2017 NEC Art. 250.53(A)(2). 2) Natural Gas piping to be bonded s per 2017 NEC AFCI ARC FAULT CIRCUIT INTERRUPTER AZIM AZIMUTH VICINITY MAP Art. 250.104(B). COMP COMPOSITION 3)Bond P/V panels to the building Grounding EC #7080, ME #30603 Electrode System per 2017 NEC Art. 690(A). DC DIRECT CURRENT :ty L� (E) EXISTING EXT EXTERIOR 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 X1`41 FRM FRAMING FAX 303.577.9629 we a� cityvt �wh�atR��7 INT INTERIOR LBW LOAD BEARING WALL CUSTOMER RESIDENCE: KERRY J SANTORNO �j+d��tp.: �/ Co+wMUNI7Y w DEVEWr►dEMT MAG MAGNETIC 4730 NEWLAND ST, WHEAT YArvada L. F'P`kI`Y ° APPROVED A S � MSP MAIN SERVICE PANEL RIDGE, CO, 80033 (N) NEW Reviewed for Code Compliance NTS NOT TO SCALE TEL. (303) 909-0775 ye`S``Y OC ON CENTER APN #: 3924202010 " " PRE-FAB PRE-FABRICATED PROJECT NUMBER: fm �4710NewiandStreet '"'� PSF POUNDS PER SQUARE FOOT PV PHOTOVOLTAIC 501 R-730SANT lakeside svNrrvs,oe ins lwminer pie TL TRANSFORMERLESS 415 580-6920ex3 DESIGNER: ( ) . �• ktouma,n nerlxer.er TYP TYPICAL view j c+<,p -("� F, Y .F , +!d�rv�rmi[ The is,rrorce orop'rmAor oppovor ola+anz soeci�icdie�g OM}COM�UIJIIpn53HUl, nOr beQ V VOLTS JORGE JIMENEZ L ppya,,q /w wun any o/ the p: o�, any Vp,."twin the bui, ovnions o; d;ng cods w of orry CrCtyty ordidnnonees. AennXs W WATTS SHEET Wheat Ridge s a, .. wesuming to give outhor2y to violate orconcetfhr provisi*m of t* BtOldky `Odes ofothe`ord"°"`es°f"�C't'�jWgWw COVER SHEET REV NAME DATE COMMENTS Gl,nge ;'town Htlly ,. .. "�'• �.�sw °� HICHLANu Mortuaty & t;emelm Y REV: A 9/11/2019 r own rlmPak Ld<,ew Ie, .,... auw,nnnnA:Iuuri„nit Sloans 4 PAGE PV-1.0 .,.. ,.,.. ".. ..” Lake Park Prpgr C.enle Mde 1 h h $t0tlklln SITE PLAN - SCALE = 3/32" = V-0" J a a J a J a J IL PL PL PL r PL PL PL PL PL PL v r r City of PL Wheat Ridge Building Division sunrun EC #7080, ME #30603 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577,9629 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 APN #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET SITE PLAN REV: A 9/11/2019 PAGE PV -2.0 ARRAY PITCH TRUE AZIM MAG AZIM PV AREA (SQFT) AR -01 21' 90° 81' 126.3 AR -02 21' 0° -9° 54.1 AR -03 21° 270° 261° 54.1 AR -04 21° 180° 171° 36.1 sunrun EC #7080, ME #30603 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303.577,9629 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 APN #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET SITE PLAN REV: A 9/11/2019 PAGE PV -2.0 flnaiSinn FnVPInnA in 4n4nlAFtR-71A7_A'F5-9FA3-9F,A951RnngrF 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 - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 6'- 0" 24" 3' 4'- 0" 2'- 0" LONGI GREEN ENERGY SD -00708 TECHNOLOGY CO LTD: FLASHTRACK COMP, SEE DETAIL LR6-60HPH-315M AR -02 COMP SHINGLE - RL SD -00708 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 6' - 5" 24" 3' 4' - 0" 2' - 0" MODULE DIMS: x 39.21" x 1.38" (36mm) AR -03 COMP SHINGLE - RL FLASHTRACK COMP, SEE DETAIL66.26" 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 T- 0" 24" 3' 4' - 0" 2' - 0" MODULE CLAMPS: SD -00708 Portrait: 14.6" - 18.5" AR -04 COMP SHINGLE - RL FLASHTRACK COMP, SEE DETAIL 1 STORY ATTIC WOOD 2X6 RAFTERS 2 X 6 T- 0" 24" 3' 4'- 0" 2'- 0" Landscape: 5.9" - 9.8" SD -00708 MAX DISTRIBUTED LOAD: 3 PSF SNOW LOAD: 30 PSF D1 - AR -01 - SCALE: 1/8" = V-0" D2 - AR -02 - SCALE: 1/8" = 1'-0" WIND SPEED: PITCH: 21 ° PITCH: 21 ° 105 MPH 3 -SEC GUST. AZIM:90° T-2" AZIM:O° LAG SCREWS: 2'5" 9" 3 5/16"x4": 2.5" MIN EMBEDMENT _ 132'-5" - - -3'-9"- k - - NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED 3'-2" I SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE 7'-2" PROCEEDING. 3' PENETRATION SPACING: 0 3'--r FULLY STAGGERED 3'-2" - 2'-11" ROW SPACING: 1.00" BETWEEN ROWS 6'-8" COLUMN SPACING: - 4' TYP - 3'-9" 0.75" BETWEEN COLUMNS 0 'm 6" I _ 4, TYP _ I 0 6" —5'-8"— 11'-1" -3'-9"- 11'-1"—5'-4"—�' I T 9'-8" 11'-1 " 6'4" — 26' sunrun D3 - AR -03 - SCALE: 1/8" = 1'-0" D4 - AR -04 - SCALE: 1/8" = 1'-0" PITCH: 21' PITCH: 21' EC #7080, ME #30603 AZIM:270° 7" AZIM:180° City of 6040 WEST 91ST AVENUE, WESTMINSTER, CO 60031 PHONE 303.577.6527 Whept Ridge FAX 303.577.9629 CUSTOMER RESIDENCE: I Building Division KERRY J SANTORNO 5'-7" 4730 NEWLAND ST, WHEAT 3" EDocuSigned by: RIDGE, CO, 80033 TEL. TEL. (303) 909-0775 6'-8" _.._ 01EF89FE560A443.., AP #: 3924202010 9/12/2019 PROJECT NUMBER: _ 4' TYP _ 501 R-730SANT - 4' TYP - 415 580-6920 ex3 DESIGNER: ( ) O «C,E'y 4pa�y R 8ga�Q JORGE JIMENEZ ys SHEET 4934 LAYOUT �5;:....•,��1* REV: A 9/11/2019 PAGE PV -3.0 sfONA SEE SITE PLAN FOR NORTH ARROW 120/240 VAC SINGLE PHASE SERVICE O METER M XCEL W11 381214 UTILITY + F= GRID SUPPLY SIDE TAP ` 4 v 1 I NEW 100A MAIN (N) LOCKABLE SOLAREDGE TECHNOLOGIES: CBREAKER BLADE TYPE (N) LOCKABLE SE380OH-US WITH REVENUE T FUSED AC (N) DEDICATED BLADE TYPE GRADE METERING I DISCONNECT PV KWH METER AC DISCONNECT 3800 WATT INVERTER JUNCTION Box n I rA n I n OR EQUIVALENT NEW 100A MAIN FACILITY PANEL LOADS FACII frV Approval 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). a 120A FUSES SQUARE D 240V METER SOCKET SQUARE D -)222NRB 200A CONTINUOUS DU221RB 3R, 60A WITH LEVER BYPASS 3R, 30A,2P 20/240VAC [MAX 10' FROM 120/240VAC (2) 10 AWG PV WIRE UTILITY METERIMAX 10' FROM UTILITY METER] (1) 6 AWG BARE COPPER [READILY ACCESSIBLE MEANS 3/4" EMT OR EQUIV. FOR RAPID SHUT DOWN] 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 THHNlTHWN-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 LONGI GREEN ENERGY TECHNOLOGY CO LTD: LR6-60HPH-315M: 315 W OPEN CIRCUIT VOLTAGE: 40.6 V MAX POWER VOLTAGE: 33.7 V SHORT CIRCUIT CURRENT: 9.94 A SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: SYSTEM OPEN CIRCUIT VOLTAGE: SYSTEM OPERATING VOLTAGE: MAX ALLOWABLE DC VOLTAGE: SYSTEM OPERATING CURRENT: SYSTEM SHORT CIRCUIT CURRENT P320 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 48 VDC MAX INPUT ISC: 11 ADC MAX OUTPUT CURRENT: 15 ADC 4725 W 15V 380 V 480 V 12.43 A 15A PV MODULES LONGI GREEN ENERGY TECHNOLOGY / CO LTD: LR6-60HPH-315M (15) MODULES `Y OPTIMIZERS WIRED IN: (1) SERIES OF (15) OPTIMIZERS SOLAREDGE POWER OPTIMIZERS P320 NOTES TO INSTALLER: • 15 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. • CONNECT SYSTEM VIA INSULATION PIERCING ON SUPPLY SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. • • FIELD SPLICE WIRE TO APPROPRIATE SIZE FOR MANUFACTURE TERMINATION SPECIFICATIONS WHEN NEEDED. • WIRE UPSIZE AT TIME OF INSTALLATION IS PERMISSIBLE. City of Wheat Ridge sunrun EC #7080, ME #30603 6040 WEST 91 ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577 . 6527 FAX 303.577.9629 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 APN #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET ELECTRICAL REV: A 9/11/2019 PAGE PV -4.0 &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: 690.13(B), 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 APM I (1r ATl(l Al• A SOLAR PV SYSTEM EQUIPPED WITH RAPID SHUTDOWN 3.5" TURN RAPID SHUTDOWN SWITCH TO THE "OFF" POSITION TO SHUT DOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN THE ARRAY. 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) &WARNING 1 INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE I ARFI I (lr ATl(1N- I ARFI I nrATlnnr 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) ADJACENT TO PV BREAKER (IF UTILITY SERVICE ENTRANCE/METER, APPLICABLE). INVERTER/DC DISCONNECT IF REQUIRED BY PER CODE(S): NEC 2017: 705.12(13)(2)(3)(b), LOCAL AHJ, OR OTHER LOCATIONS AS REQUIRED NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: BY LOCAL AHJ. 705.12(D)(7) 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 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE NEC 2017 ARTICLE 110.21(B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN SOLAR PANELS ON ROOF SERVICE ENTRANCE FUSED AC DISCONNECT Be INVERTER (EXT) O11H °t AC DISCONNECT,cQ`Vidge "RAPID SHUT6oWNz -,s 4730 N EWLAN D ST, WHEAT RIDGE, CSS, 80033 CUSTOMER RESIDENCE: KERRY J SANTORNO 4730 NEWLAND ST, WHEAT RIDGE, CO, 80033 TEL. (303) 909-0775 AP #: 3924202010 PROJECT NUMBER: 501 R-730SANT DESIGNER: (415) 580-6920 ex3 JORGE JIMENEZ SHEET SIGNAGE REV: A 9/11/2019 PAGE PV -5.0 SNAPNRACK RL FLASHTRACK COMP MOUNTING 5/16" UMBRELLA LAG SCREW MUST EMBED 2-1/2" INTO THE ROOF STRUCTURAL MEMBER/RAFTER 5/16" STAINLESS STEEL UMBRELLA LAG SCREW 2-1/2" MINIMUM EMBEDMENT FLASHTRACK COMP 5/16" UMBRELLA LAG SCREV COMP FLASHING (HATCHED) DETAIL A COMP FLASHING SLIP FLASHING UNDER SHINGLE ABOVE ROOFING MATERIAL ROOF RAFTER (TYP.) ROOF ATTACHMENTS SHALL ROOF SHEATHING, UNDERLAYMENT, ALWAYS BE EMBEDDED INTO AND ROOFING MATERIAL (TYP.) ROOF RAFTERS OR OTHER STRUCTURAL MEMBERS ZZ TRACK COMP ABRELLA GASKET HADED GRAY) )OF SHEATHING FLASHING SHOULD EXTEND TO END OF SHINGLE COURSE FLASHTRACK COMP REVISION: A 6/19/2017 NEW ITEM GN COMPLETED INSTALLATION SECTION VIEW FLASH TRACK SHOULD BE ORIENTED NO MORE THAN 3 DEGREES FROM PARALLEL TO RAFTER ROOFING MATERIAL 1'r%hAf1 CI A CLJTAIt- ROOF DECKING 2-1/2" MIN. EMBEDMENT City of INTO STRUCTURAL MEMBER Wheat Ridge Qilding Division R--1 COMPLETED INSTALLATION SnapNraclk- Sunrun South LLC DESIGNER: G.MCPheeterS SCALE: NTS PART NUMBER: DESCRIPTION: REV 595 MARKET STREET,29TH FLOOR • SAN FRANCISCO, CA 94105 USA n PHONE (415) 580-6900• FAX (415) 5808902 DRAFTER: G.Viscuso SD -00708 PENETRATION DETAIL, FLASHTRACK COMP H 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 LLC. zo% 70 -3 ( e/ INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 O4c��dn T e Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Inspector Concrete Encased Ground (CEG) Foundation / P.E. Letter Comments Rough Inspections - - Date f'V- W V p1 ...l I Ila r+uwC fns ecuons Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Plumbing Rough Electric nn Nnf r_nwar I InAoftv~.v.—A ... Rough Plumbing/Gas Line Rough Inspections - - Date Inspector Initials . ••• v —iiii, vval v, I lie Hoove Inspections Comments Wall Sheathing Mid -Roof _ S - Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical - Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof _ -I 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 arithori7atinn of ��,,a„�„ *For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather ME i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (-/ c C? - Job Address: '-/ -73 D fue Permit Number: -,�' o 1-7 a 3 to ❑ No one available for inspection: Time 9 -- D-2 &M PM Re -Inspection required: Yes lop When corrections have been made, call for re -inspection at 303 -234 - Date: 11 h-7 1-7 Inspector: --T DO NOT REMOVE THIS NOTICE i CITY. OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 F, x INSPECTION NOTICP Inspection Type: Job Address: Permit Number: ❑ No one available for 7,on: Time AM/MRe-Inspection requiredNo When corrections have been made, call for re -inspect int t 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 F, x INSPECTIO�Sl NOTICEf Inspection Type: Job Address: Permit Number: /`� �' ❑ No one available for inspec ion: Time ! AM/PM Re -Inspection required: Ye No When corrections have been made, call for re -inspects n,.Wt 303-234-5933 -1 h `. Date: r _ Inspector:!!,r� r DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Officb - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:. 42 tZ 3 0 IT--klz 4'Z, 0 Permit Number: -3 � 17 U No one available for inspection: Time AM/PM Re -inspection required." Yes No When corrections have been made, call for re-inspectio,n at 303-234-5933 inspector: DO NOT REMOVE THIS NOME A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: Job Address: Permit Number: INSPECTION. NOTICE VL©J %03 69'/ ❑ No one available for inspection: Time /& S . AM/PM Re -Inspection required% Yes No When corrections have %been made, call for re-i-inspectio " 303-234-5933 --- 1 � l moi` Date: - Inspector: (� , DO NOT REMOVE MIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703681 PERMIT NO: 201703681 ISSUED: 07/11/2017 JOB ADDRESS: 4730 Newland ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed Landmark asphalt shingles with ROOF DECKING - 13 sq. *** CONTACTS *** OWNER (303)909-2116 SANTORNO KERRY SUB (303)884-3947 Joshua Bryan 170143 JB Master Builder *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,356.63 FEES Total Valuation 0.00 Use Tax 91.49 Permit Fee 125.05 ** TOTAL ** 216.54 *** 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 one half 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 manufacturer 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 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. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge F Residential Roofing PERMIT - 201703681 PERMIT N0: 201703681 ISSUED: 07/11/2017 JOB ADDRESS: 4730 Newland ST EXPIRES: 07/11/2018 JOB DESCRIPTION: Residential Re—roof to install CertainTeed Landmark asphalt shingles with ROOF DECKING — 13 sq. 1, 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 ownerbf the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I furthe� att�-st that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that 11 '�cr `to be performed is disclosed in this document a,7s',accompanying approved plans and specifications. Signature oaf WNER or„ --CONTRACTOR (Circle one) Date I . This permit as issupd base on the information provided in the permit application and accompanying dans and specifications and is subject�o th com,fiance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 3. This permit hall expire 365 ys after the date of issuance regardless of activity. Requests for extension must be made in writing and received'Vri.�r to the date of xpiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official may e sub' to a fee equal to one-half of the original permitfee. 3. If this permt expire , new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Divisi 6. The issua r grantin_ mit shall of be construed to be a permit for, or an approval of, an violation of any provision of any applica„ o Drin%T_or cul ion 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. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Wednesday, June 28, 2017 2:53 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Dane Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4730 newland st Kerry Santorino 3039092116 Field not completed. a Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name JB Masterbuilder Contractor's License 170143 Number (for the City of Wheat Ridge) Contractor Phone 3038843947 Number Contractor Email Address jbmasterbuilder@gmail.com Retype Contractor Email jbmasterbuilder@gmail.com Address DESCRIPTION OF WORK Are you re -decking the Yes �f roof? Description of Roofing Asphalt Shingles Certainteed landmark Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 13 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 13 roofing material for this project Provide additional detail House, standard pitch 4/12 here on the description of PJ work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 149gg-- value or cost of ALL qx356,6� materials and labor SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Joshua Bryan Email not displaying correctly? View it in your browser. 3 yCitEENFOce r ` 4 AdV=, A MASTERBUILDER Exterior Restoration ACCREDITED BUSINESS www.ibmasterbui_Ider.com Roofing — Painting — Siding — Gutters Office Phone: 720-532-0734 Licensed & Insured Insurance Restoration Specialists 1700 LIMA ST, UNIT #A Certified Inspectors AURORA, COLORADO 80010 NATIVE Property Owner ("Owner") 14` J r � � i c /, k1 o Email _'} f%<, dl tat f r '.j �,, J3 — ip 6� �t City Statee/0 ZStreet ("The Property") �•r 1 5 s P Cell Phone �?1'�^ Home ' F 'r')�' -!! fo Insurance Carrier: tt�=%fc��+�� Deductible if ( Cr% Claim# 1 Roof Work Specifications: Shingle Manufacturer j Type Of Shingle 11;-( T/ t<f Shingle Lifetime 1-7 Color C v Tear off ) Layer(s) of asphalt/shake/tile Shingles/Other _Sheathing _7/16"OSB_1/2"CDX PIywopd "(Install Felt _151b_301bR#�ino Rooff _ Ice & Water Shield to code- Pre -Existing? [Y][N] Install Drip Edge to Code. - Pre -Existing? [Y][N] Color 5/-T' -9 6 nail pattern on the shingle (+20mph wind resist) 1 ° Valleys will be k Closed _Open _ Install new pipe jack boots as needed _ Install new vents as needed _Install _LF of Vented Ridge, Pre Existing? [Y][N] _ Re -flash Chimney Size _ Re -flash Wall Abutment as needed/if possible ' To Clean & Haul up all job related debris Magnetic Sweep of the yard for removal of nails 5 year workmanship warranty _Estimated Date to begin the work Special Instructions & Other Work Specifications: Claim Total Amount Other Estimated (RCV) Replacement Cost Value: Work Not Doing Upgrades First Payment: Total Payable to 1BMASTERBUILDER* +Supplements* +Deductible Improvements in exchange for Insurance Scope, Breakdown and Suoolemental Proceeds. *Customer acknowledges that, after this agreement is signed, customer's insuranclilcarrier may approve a supplement for additional materials/labors costs and additional requests not corfjPpplated be customer and contractor when this agreement was signed. Customer agrees to promptly remit to contractor the amount of any supplement paid by customers insurance carrier for such additional work carrier fgrsuph`additiowal work performed by or cost increases incurred by contractor. ` Owner authorizes 1B MasterBuilder ("Contractor') to contact the Owner's msurancfl; 0t ny 4egardm1' ~ The Property. Owner understands that the Contractor will assist the Owner in obtaih1 a r Iat` r ert v ` g PP �P 8P y insurance damage adjustments, gaining approval of damage for repair and obtaining funds to.g�pair Owner's ' Property. Owner authorizes Owner's Insurance Company to discuss all matters directly - 11 to ' racr. 0w a agree •:4 to provide Contractor with any and all insurance information, claim number, insurance s a and adjuster's report - provided to the Owner by the Insurance Company pertaining the above Claim Number. Upon authorization of the Owners Insurance Company, for a price agreeable to the Contractor'.T%h*� agrees that the Contractor shall perform work prescribed by the Insurance Company's loss data sheet, or adjiWs`I;dpbrt which-• includes the estimate of repair (RCV) as set forth in the insurer's claim file plus any upgrades requested by the owner, { or items necessary to pass inspection. First Insurance Check, and Deductible or 30% of RCV are due prior to ordering and scheduling of the work. See reverse side for all terms of agreement. Owner is obligated to pay only the deductible required by the Owner's Insurance Company plus any upgrades requested by the owner. Owner further agrees to endorse insurance checks payable to the Contractor or to pay the contractor and equal amount.* First Insurance Check & Deductible, or 30% of ACV are due prior to ordering and scheduling of the work, unless otherwise approved by management. Owner owes the Contractor nothing in the event the Insurance Company does not authorize the repairs. /Property Owner Property Owned' Authorized Representative of the Contractor Date: /1-y- 1, ?C17 Date: Date:-, ` ' / TERMS AND CONDITIONS 'Customer Acknowledges that, after this agreement is signed, customers insurance carrier may approve a supplement for additional materials/labors costs and additional requests not contemplated be customer and contractor when this agreement was signed. Customer agrees to promptly remit to contractor the amount of any supplement paid by customers insurance carrier for such adi titional work carrier for such additional work performed by or cost increases incurred by contractor. All contracts are subject to approval of Management and our Credit Department without exception. All checks for payment must be made payable to 18 MasterBuilder. There will be NO exceptions. Owner will still be liable to JB MasterBuilder for payment of this contract if check is made out to any other entity or person. If any provision of this agreement should be held to be invalid or unenforceable, the validity and enforceability of the remaining provisions of this agreement shall not be affected thereby. Payment in full shall not be held up while waiting for the city, county or appropriate Building Inspection Department to inspect the work. Owner understands that the city, county or appropriate building inspection department is not within the control of the Contractor. Owner further agrees that the equity in this property is security for this contract. Contractor shall not be liable for failure of performances due to labor controversies, strikes, fire, weather, inability to obtain material from usual sources or any other circumstances beyond the control of the Contractor, whether of a similar or dissimilar nature. Should a default be made in payment of this contract, charges shall be added from the date thereof at a rate of on and one half percent per month (18% per annum) with a minimum charge of $2.00 a month and if placed in the hands of an attorney for collection, all attorney's fees and legal filing fees shall be paid by the Owner accepting said contract. This contract cannot be cancelled once insurance negotiations begin or work has commenced except by mutual written agreement of both parties. If this contract is cancelled by the Owner later than 72 hours from execution but before insurance negotiations begin or work has commenced, the Owner shall pay 18 MasterBuilder twenty five percent (25%) of the contract price as liquidated damages, not as a penalty and JB MasterBuilder agrees to accept such as just compensation for cancellation. In addition to paragraph 9, if material has been reordered or restocked because of a cancellation by the Owner, there will be a restocking fee equal to fifteen percent (%15) of the contract price. Replacement of deteriorated sheathing, pipe jackes, ventilators, Flashing or other materials unless otherwise stated in this contract are not included and will be charged as an extra on a time and material basis. The Contractors Limited Warranty does not cover damage to roofs caused by lightning, gale (50mph), hurricane, tornado, hailstorm, impact of foreign object, other violent storm casualty or damage to roofs due to settlement, distortion, failure or cracking on the roof sheathing, walls or foundation of the building. The Contractor is not responsible for any damage below the roof due to leaks by excessive wind, ice or hail during the period of the warranty. The Contractors warranty covers the roof only. The Contractor will not be held responsible for structural movement, settling, cracks in a dry-wall, cracking or breaking of driveway during the roofing or loading process and minor scratching or denting of gutters. All pictures, wall hangings, lights, collectable, etc. both indoors and out MUST be secured by the Owner. Any damage to personal items during installation will not be the responsibility of the Contractor. The Contractor will not be responsible for nail damage to tires, pets, etc. Pets should not be left unattended during installation. Any alteration or deviation from specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. The Owner is to carry fire, tornado and other necessary insurance. This contract and labor warranty shall not be assigned and are non transferable unless specified in writing. The Contractor shall revoke the labor warranty if this contract is not paid in full. This contract constitutes the entire understanding of the parties and no other understanding, collateral or otherwise, shall be binding unless in writing and signed by both parties. This agreement is composed of a front and back page and all materials incorporated herein by reference and shall be considered the entire agreement by the parties. Any representation, statement or other communications not written in this contract are agreed to be immaterial and not relied on by either party and do not survive the execution of this contract. The Contractor has the right to order excess materials. All excess materials belong to the Contractor. The Contractor reserves the right to file for supplemental insurance claims if the insurance adjusters measurements are used and prove to be incorrect. At no additional cost to the Owner, the Contractor reserves the right to file for supplemental insurance claims due to an increase in costs or if the funds provided by the insurance company are insufficient. Supplements paid by the insurance company for additional labor or materials needed beyond the original scope of repairs are part of this contract as if contained herein and will be paid to JB MasterBuilder either by the Owner or the Owners Insurance Company. Owner acknowledges JB MasterBuilder as their General Contractor and as such will be entitled to 10% overhead and 10% profit if approved by the Insurance Company as part of the claim. Owner is responsible for the Homeowners Association's (Covenant) approval of roofing products and color. JB MasterBuilder is not responsible for damage to stucco, siding or wall abutments as a result of installing new flashing. JB MasterBuilder is not responsible for satellite dish realignment. Contractor shall hold in trust any payment received from you until the Contractor has delivered roofing materials at the site or has performed a majority of the roofing work on your property. Owner has the right to rescind this contract and obtain full refund of any deposit within 72 hours after entering the contract. Contractor cannot pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment for roofing work on your property. Otherwise, Owner understands that this is a binding agreement. If the Owner breaches this agreement before commencement of the work, Owner agrees to pay Contractor twenty five percent (25%) of the total sum of the work authorized by the Owners Insurance Company. Owner understands that, aside from upgrades, a summary of the work to be performed, a description of materials to be used or a list of standard features included, the total contract price, or description of the basis on which the price will be calculated, is embodied in the insurance loss data information provided by the Owners Insurer. Further, Owner authorizes the Contractor to submit supplemental requests to the Insurance Company for additional payment required for omitted items from the adjusters scope or due to price fluctuation caused by supply/demand issues. Owner warrants that this contract is signed without any reliance upon any representations or promises by the Contractor, or it's agents, except those that are specifically written in this contract; and that no additional promises or representations have been ordered as inducement for signing. Owner also acknowledges reading all the Terms and Conditions on the reverse side of this document.