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HomeMy WebLinkAbout12537 W. 38th DrivePERMIT: 04-1)% ADDRESS: JOB CODE: Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. /Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business day PERMIT ADDRESS: 1953'�- 40 .3 JOB CODE: Foundation Inspections Date Inspector CommentsInitials 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector CommentsInitials 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector CommentsInitials 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS ele CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: H d'� F - e� Job Address: 1 Q Permit Number: 4) LA ��C) Pa c -k► (a- ) Vlslo fQ TD C z,5t:�:- ('�V v ❑ No one available for inspection: Time 6M Pm Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: -c;2 % / 6 Inspector,; '1 DO NOT REMOVE THIS NOTICE INSPECTION RECORD . Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive ainnr ction the following business day PERMIT:110q1'g(:JADDRESS: �� JOB CODE: ��- Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS PERMIT O� I � t%U ADDRESSA5sl IBJ. .4) 0r- .1Og CODE:�C�f Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial % 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential % 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning" Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 **"For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection'`' 414 Fire Insp. / Fire Protection*"* 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 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: I J Job Address: l Vl/ Permit Number: 201 Zo 168 Z ❑ No one available for inspection: Time Q 0 AM/PM Re -Inspection required: Yes o When corrections have been made, call for re -inspection at 303-234-5933 DateJ/q Inspector: MTH DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201709687 PERMIT NO: 201709687 ISSUED: 01/08/2018 JOB ADDRESS: 12537 W 38th DR EXPIRES: 01/08/2019 JOB DESCRIPTION: Residential Solar permit for the installation of roof -mounted 8.845 KW Solar PV system. 29 panels. *** CONTACTS *** OWNER (303)507-4076 RENS DEBRA S SUB (720)746-1661 Jerry Hughes 090190 Stellar Energy Contractors SUB (720)435-3031 Slawomir Golabev 080111 SG Electric *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,848.00 FEES Total Valuation 0.00 Investigative Fees 500.00 Residential Solar 500.00 ** TOTAL ** 1,000.00 *** COMMENTS *** *** CONDITIONS *** **SWO Posted for Work without Permit** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attes�that am legally authorized to include all entities named within this document as parties to the work to be performyd and hat all wdrk to performed is disclosed in this document an$/orj its' accompanying approved plans and specifications. Signature of OWNER%r CONTRACTOR (Circle one) '/Date'/ ' ' 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This, permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original ermrt fee. 3. If this permit expires, a new permit may be required to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or an g of a perrak-"l not e c 'nstrued to be a permit for, or an approval of, any violation of any provision of any applicable code 6�_ e or rego* " is 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 dge MUNrry DEVELOPMEN t tk Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits@ci.wheatridge.co.us FOR OFFICE USE ONLY Date: / t % 7 Pian/Pennit #,�C Plan Review Fee: 600,00 00,00 Building Permit Application °46MKx *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: V C Property Owner (please print):��,�`In, Phone: jj � 1 Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: ArchitectlEngineer E-mail: � ,' ��� Phone: I % -112 - Contractor: Contractors City License #: Phone: 'M( lid 01 Contractor E-mail Address: �� �(��_�,(1�� �`L�(iTVEY�Ii'�-LU!Vl Sub Contractors: Electrical:' W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL 9 RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING [].COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT `❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) M. rA V ��z 4 Sq. Ft./LF Amps Btu's Squares 9- SYsl�cw. Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) s, - ___-t_:�--- —_-._ __ ___---- 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: (OWNS (CONTRACTOR) Ar (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Signature (first and last name): h _ } �— DATE: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT C MENTS: Revi er: %ow Building Division Valuation: CITY OF WHEAT RIDGE JURISDICTIONAL NOTES FOR SINGLE FAMILY DWELLING ROOF MOUNTED PHOTOVOLTAIC SYSTEM The project plans were reviewed for compliance with the following codes and standards: 2012 International Residential Code (IRC); 2012 International Building Code (IBC); 2014 National Electrical Code (NEC) 2012 International Fire Code (IFC) and the 2012 International Plumbing Code (IPC) a. "The roof access point requiring a ladder shall not be located over a window, door or located where it conflicts with overhead obstructions such as tree limbs, wires or signs." IFC 605.11.3.1 b. "An OSHA approved ladder shall be provided and secured to the structure at the approved roof access point per note above with a OSHA approved device during all inspections" c. "Applications for a photovoltaic system proposing a partial or complete re -roof of the existing roof shall first obtain a separate building permit for such work from the Building Division by a licensed contractor and shall pass a final inspection prior to installation of the photovoltaic mounting and/or rail system." d. "Direct -Current Photovoltaic Source and Direct -Current Output Circuits on or inside a building shall be contained in a metal raceway. The wiring methods shall comply with the additional installation requirements of NEC 690.31 (G)(1) through (4)" "Where a UFER cannot be verified or is not present one supplementary ground electrode shall be installed and embedded a minimum of 8 feet into the ground and fitted with a listed clamping device." "Existing roof and plumbing vents shall not be obstructed by array installation. Plumbing vents are required to be re-routed through attic space and terminate a minimum of 6 inches above the roof line." Plumbing vents shall terminate to the open air (2012 IPC, Sec. 904.3) Markings, Labels and Wiring Signs The format of all markings, labels and wiring signs including letter and background colors, letter height and capitalization, etc. shall be in compliance with ANSI Z535.4-2011 section 7 and safety colors of ANSI 535.1 safety colors as follows: city of a. DANGER: safety white letters on a safety red background b. WARNING: safety white letters on a safety orange background. Wheat Ridge c. CAUTION: safety black letters on a safety yellow background. Bu;laing pivison d. NOTICE: italicized safety white letters on a safety blue background. e. SAFETY INSTRUCTIONS or similar words: safety white letters on a safety green background. 3. "All placards shall be weather resistant permanently etched placards. Handwritten signs will not be acceptable" V)0709091 VE . n G 1 h E E R S VSE Project Number: U1878-1529-171 December 21, 2017 DBM Design and Consulting Company, LLC ATTENTION: Chase Daily 707 24th Street, Suite B North Ogden, UT 84401 REFERENCE: Debra Rens Residence: 12537 West 38th Drive, Wheat Ridge, CO 80033 Solar Array Installation To Whom It May Concern: We have reviewed the documents relating to the installation of the solar array at the above -referenced site. Based upon our review, it is our conclusion that the installation of the solar array on this existing roof will not adversely affect this structure. It is our understanding that the structural components of the existing roof framing are in good condition and free of damage. The design of the solar panel racking (mounts, rails, etc.) is by the manufacturer or contractor. Please note a representative of Vector Structural Engineering has not physically observed the roof framing. Design Parameters City of Code: International Building Code, 2012 Edition WV,Cat R'td9' Risk Category: II Design wind speed: 115 mph 3 -sec Qivison p ( gust) per ASCE 7-10 guitding Wind exposure category: C Ground snow load: 30 psf Connection to Roof Mounting connection: (1) 5/16" lag screw w/ min. 2.5" embedment into framing at max. 48" O.C. along rails Conclusions Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight of the solar array is 3 psf or less. In the area of the solar array, other live loads will not be present or will be greatly reduced. The member forces in the area of the solar panels are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 3403.3 of the 2012 IBC are met and the structure is permitted to remain unaltered. The solar array will be flush -mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind (uplift), the governing load case. Because the increase is lateral forces is less than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2012 IBC. Thus the existing structure is permitted to remain unaltered. 551 W. Galena Park Blvd.. Ste. 101 ;' Draper, UT 84020 /T(801) 990-1775 F (801) 990-1776 PROJECT: Debra Rens Residence CALCULATE ESTIMATED GRAVITY LOADS ROOF DEAD LOAD , Roof Pitch/12 Composite Shingles 1/2" Plywood Framing Insulation 1/2" Gypsum Clg. M, E & Misc JOB NO.: U1878-1529-171 SUBJECT: GRAVITY LOADS Increase due to Original pitch loading 2.2 5.1 1.1 23 3.0 psf 0.5 psf 2.0 psf 1.5 psf DL 10 psf PV Array DL 3 psf 1.09 2.0 psf 1.09 1.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 w/ Solar Panel SNOW LOAD (S): Existing Array Roof Slope [x:12]: Roof Slope [°]: Snow Ground Load, p9 [psf]: Terrain Category: Exposure of Roof: Exposure Factor, Ce: Thermal Factor, Ct: Risk Category: Importance Factor, Is: Flat Roof Snow Load, pf [psf]: Minimum Roof Snow Load, pm [psf]: Unobstructed Slippery Surface? Slope Factor Figure: Roof Slope Factor, Cs: Sloped Roof Snow Load, ps [psf]: Design Snow Load, S [psf]: 5.1 5.1 23 23 30 30 C C Fully Exposed Fully Exposed_ 0.9 0.9 1.1 1.1 11 11 1.0 1.0 21 21 30 30 No No Figure 7-2b Fi ure 7-2b 1.00 1.00 21 21 30 30 ASCE 7-10, Section 7.2 ASCE 7-10, Table 7-2 OSCE 7-10, Table 7-2 OSCE 7-10, Table 7-2 ASCE 7-10, Table 7-3 ASCE 7-10, Table 1.5-1 OSCE 7-10, Table 1.5-2 %SCE 7-10, Equation 7.3-1 %SCE 7-10, Section 7.3.4 %SCE 7-10, Section 7.4 %SCE 7-10, Section 7.4 %SCE 7-10, Figure 7-2 %SCE 7-10, Equation 7.4-1 r JOB NO.: 01878-1529-171 SUBJECT: WIND PRESSURE E n c- i n e E R S PROJECT: Debra Rens Residence Com onents and Cladding Wind Calculations Label: solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 115 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of Roof, h [ft]: 15 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7° < 0:5 27° Hip? Enclosure Classification: Enclosed Buildings Zone 1 GCP: 0.9 Figure 30.4-213 (enter largest abs. value) Zone 2 GCP: 1.7 (enter largest abs. value) Zone 3 GCP: 1.7 (enter largest abs. value) a: 9.5 Table 26.9-1 z. [ft]: 900 Table 26.9-1 Kn: 0.85 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qn [Psfl: 24.4 Equation 30.3-1 GCP;: 0 Table 26.11-1 (largest abs. value) OUTPUT: FP = q,, GCP - GCP, Equation 30.9-1 Zone 1 Pressure, p [psf]: 22.0 psf (1.0 W, Interior Zones*) Zone 2 Pressure, p [psf]: 41.5 psf (1.0 W, End Zones*) Zone 3 Pressure, p [psf]: 41.5 psf (1.0 W, Corner Zones* within a) (a= 3 ft) Yes JOB NO.: U1878-1529-171 SUBJECT: LOAD COMPARISON E n G I n E rr R S PROJECT: Debra Rens Residence Summary of Loads Existing With PV Array D [psfl 10 13 Lr [psfl 20 0 S [psfl 30 30 Maximum Gravity Loads: Existing With PV Array D + Lr [psfl 30 13 ASCE 7-10, Section 2.4.1 D + S [psfl 40 43 ASCE 7-10, Section 2.4.1 Maximum Gravity Load fpsfl:1 40 43 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 32.0 (Approximate) Solar Panel Array Start, a (ft) 0.0 (Approximate) Solar Panel Array Length, b (ft) 10.0 (Approximate) Truss/Rafter Spacing (ft) 2.0 MEMBER FORCES Vertical Reaction, Vl (lbs) Vertical Reaction, Vz (lbs) Moment @ Center, M (lbs -ft) Existing 1288 With PV Array 1339 Ratio 104% OK 101% OK 101% OK 1288 1298 10306 10456 The member forces in the area of the solar array are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 3403.3 of the 2012 IBC are met and the is permitted to remain unaltered. JOB NO.: U1878-1529-171 - - - SUBJECT: CONNECTION E n G i n E E R s PROJECT: Debra Rens Residence Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Embedment' [in]: 2.5 (0.6 Wind) Tributary Area e Max. Uplift Grade: (G = SPF 0.42) (psf) Zone Width (ft) (ft) Forceibs ( ) Capacity [lbs/inj: 205 NDS Table 12.2A 1 13.2 4.0 11.0 145 Number of Screws: 1 2 24.9 4.0 11,0 274 Prying Coefficient: 1.4 3 24.9 3.08.3 206 Total Capacity [lbs]: 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary Width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). VSE Project Number: U1878-1529-171 Debra Rens Residence 'V T R 2/2112017 E n G 1 n E E R s Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, site conditions, site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. Vector Structural Engineering assumes no responsibility for the effects of snow failing from roofs onto other roofs, property or persons due to the installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC 0051669': 2/21/2017 Clifton Palmer. P.E. CO License: 0051669 - Expires: 10/31/2019 Project Engineer Enclosures CMP/stb 651 W. Galena Park Bled., Ste. 101 Draper, UT 84020 T (801) 990-1775 F (801) 990-1776 PROJECT: Debra Rens Residence Summary of Loads Maximum Gravity Loads: JOB NO.: U1878-1529-171 SUBJECT: LOAD COMPARISON Existing With PV Array D [psf] 10 13 Lr [psf] 20 0 S [psf] 30 30 Existing With PV Array D + L, [psf] 30 13 ASCE 7-10, Section 2.4.1 D + S [psf] 40 43 ASCE 7-10, Section 2.4.1 Maximum Gravity Load [psf]: 40 13 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 32.0 (Approximate) Solar Panel Array Start, a (ft) 0.0 (Approximate) Solar Panel Array Length, b (ft) 10.0 (Approximate) Truss/Rafter Spacing (ft) 2.0 MEMBER FORCES Vertical Reaction, Vl (lbs) Vertical Reaction, Vz (Ibs) Moment @ Center, M (lbs -ft) Existinq With PV Arrav Patin 1288 1339 104% 1288 1298 101% 10306 10456 101% The member forces in the area of the solar array are not increased by more than 5%; thus, the stresses of the structural elements are not increased by more than 5%. Therefore, the requirements of Section 3403.3 of the 2012 IBC are met and the structure is permitted to remain unaltered. DK DK DK r E n G 1 n E E R E PROJECT: Debra Rens Residence JOB NO.: U1878-1529-171 SUBJECT: CONNECTION Lag Screw Connection Capacity: Demand: Lag Screw Size [in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. Trib. Max. Uplift Embedment' [in]: 2.5 (0.6 Wind) Tributary Areae Force (lbs) Grade: SPF (G = 0.42) (psf) Zone Width (ft) (fe) Capacity [lbs/in]: 205 NDS Table 12.2A 1 13.2 4.0 11.0 145 Number of Screws: 1 2 24.9 4.0 11.0 274 Prying Coefficient: 1.4 3 24.9 3.0 8.3 206 Total Capacity [lbs]: 1 586 Demand< Capacity: CONNECTION OKAY 1. Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective. The length of the tapered tip is not part of the embedment length. 2. 'Max. Trib Area' is the product of the 'Max. Tributary width' (along the rails) and 1/2 the panel width/height (perpendicular to the rails). VSE Project Number: U1878-1529-171 Debra Rens Residence IL ff M Ar 12/21/2017 V, TU E n G 1 M I° E R S Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry -wide methods and applicable safety standards. The contractor shall notify Vector Structural Engineering, LLC should any damage, deterioration or discrepancies between the as -built condition of the structure and the condition described in this letter be found. Particular attention must be paid to the maximum allowable spacing of connections and the location of solar panels relative to roof edges. Connections to existing roof framing must be staggered so as not to overload any existing structural member, except at array ends. The use of solar panel support span tables provided by others is allowed only where the building type, -site conditions; site-specific design parameters, and solar panel configuration match the description of the span tables. Electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for unproper installation of the solar array. Vector Structural Engineering assumes no responsibility for the effects of snow falling from roofs onto other roofs, property or persons due to the installation of the solar array. VECTOR STRUCTURAL ENGINEERING, LLC 166}! 2/21/2017 Clifton Palmer, P.E. CO License: 0051669 - Expires: 10/31/2019 Project Engineer Enclosures CMP/stb 651 W. Galena Park Blvd., Ste. 101 Draper, UT 84020 T (801) 990-1775 F (801) 990-1776 A SDC Laboratories Ji MAP VIE 0 SGS Accutest I Wheat Ridge cot]i Arldivu(Iei S-611TI Otters .S'v irn Sr Sc' ItfIL,�S �ti.hs:ol L _ n ;rj/ Wheat APPROVED Revie • ed for Code Cope RI -13001 isL)-01�—P- i4 Mans Eaarniner batt VIN ft d o o : nw asua"t ala PC—if or aPpowl of PAPM spew and comput titian shalt not be a Permit fai don ow-'- oL — v obv- a aro o1 the WpviSiO^' Of the baildnq Code or of aro rM ordnw+MAewnies pews to give oathowity to viable of tante' the pea Worn of r e corks of other o,Qilwnces of the City shill not be voNd. 112537 West 38th Drive PP (CABLE CODES 2017 NAT( AL ELECTRIC CODE (NEC) 20151 T NATIONAL FIRE CODE 2015 INTERNA ONAL BUILDING CODE (IBC) 20151NTERNATIO L EXISTING BUILD CODE (IEBC 2015 INTERNATI NAL RESIDENTIAL CODE (IRC) 2015 INTERN TIONAL MECHANICAL CODE 2015 IN TE NATIONAL FUEL GAS CODE 2015 INT RNA TIONAL PLUMBING CODE 2012 INT ATIONAL ENERGY CONSERV. CODE OSHA 29 CFR 1910.269 WRITERS LABORATORIES UL STANDARDS OCCUPANCY & CONSTRUCTION TYPE OCCUPANCY - R3 CONSTRUCTION - V -B GENERAL NOTES AERIAL VIEW 1) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INITIATING CONSTRUCTION. 2) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. 3) ALL EQUIPMENT SHALL BE LISTED BY THE U.L. (OR EQUAL) AND LISTED FOR ITS SPECIFIC APPLICATION. 4) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. 5) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. 7) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 VOLTS AND 90°C WET ENVIRONMENT, UNLESS OTHERWISE NOTED. 8) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL SIZE THEM ACCORDING TO APPLICABLE CODES. 9) PV MODULES FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C. PER 7 MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 10) PV MODULES RACKING RAIL SHALL BE BONDED TO BARE COPPER G.EC VIA WEEB LUG, ILSCO GBL-4DBT LAY -IN LUG, OR EQUIVALENT LISTED LUG. 11) GROUNDING ELECTRODE CONDUCTOR (G.EC) SHALL BE CONTINUOUS AND/OR IRREVERSIBLY SPLICED 12) ALL JUNCTION BOXES, COMBINER BOXES, AND DISCONNECTS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 13) WORKING SPACE AROUND ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC SECTION 110.26. SCOPE OF WORK DC System Size: 8.845 kW Asphalt/Comp shingle roof pitch: 5/12 Anchored on 48 inch centers using UL listed racking system UV resistant cable ties (not zip ties) used for permanent wire management off the roof surface in accordance with (NEC 110.2,1110.3(A -B), 300.4) Junction boxes mounted flush w/roof surface DESIGN CRITERIA WIND SPEED: 105 MPH City of EXPOSURE CATEGORY. C SEISMIC DESIGN CATEGORY. B vv' eat Ridge GROUND SNOW LOAD: 301 INTERACTIVE PV SYSTEM NPuilding Divison UTILITY SERVICE: 120124OV SPLIT PHASE MAIN SERVICE PANEL: 150A RATED BUSBAR / 150A RATED MAIN BREAKER ASHRAE EXTREME ANNUAL MEAN MIN DENSITY DRY BULB TEMP: 29oC ASHRAE 2% ANNUAL DRY DENSITY BULB TEMP: 34aC SYSTEM SUMMARY MODULE: (29) HANWHA Q. PEAK G4.1 305 305W PV Module OPTIMIZER: (29) SOLAREDGE P320 DC Optimizers INVERTER: (1) SOLAREDGE SE760OH-US 240VAC W/ RSD Compliance Configuration RACKING: Ironridge Roof Mounted PV System 4020 Youngfield St., Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION SHEETINDEX PAGE NUMBER PAGE TITLE PV01 TITLE PAGE PV02 PROPERTY LIN PV03 SITE PLA PV04 SINGLE LINE & ECTRICAL PV05 ARRAY & STR GING DETAIL PV06 ATTACHYtNTDETAILS PV07 L BEL PLAN PICS FICTURE PAGE SE RSD SOLAR E20E RAPID SHUT DOWN DOCS SPECS ASS TED SPEC SHEET PAGES PP (CABLE CODES 2017 NAT( AL ELECTRIC CODE (NEC) 20151 T NATIONAL FIRE CODE 2015 INTERNA ONAL BUILDING CODE (IBC) 20151NTERNATIO L EXISTING BUILD CODE (IEBC 2015 INTERNATI NAL RESIDENTIAL CODE (IRC) 2015 INTERN TIONAL MECHANICAL CODE 2015 IN TE NATIONAL FUEL GAS CODE 2015 INT RNA TIONAL PLUMBING CODE 2012 INT ATIONAL ENERGY CONSERV. CODE OSHA 29 CFR 1910.269 WRITERS LABORATORIES UL STANDARDS OCCUPANCY & CONSTRUCTION TYPE OCCUPANCY - R3 CONSTRUCTION - V -B GENERAL NOTES AERIAL VIEW 1) CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO INITIATING CONSTRUCTION. 2) CONTRACTOR SHALL REVIEW ALL MANUFACTURER INSTALLATION DOCUMENTS PRIOR TO INITIATING CONSTRUCTION. 3) ALL EQUIPMENT SHALL BE LISTED BY THE U.L. (OR EQUAL) AND LISTED FOR ITS SPECIFIC APPLICATION. 4) ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. 5) ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 6) ACCESS TO ELECTRICAL COMPONENTS OVER 150 VOLTS TO GROUND SHALL BE RESTRICTED TO QUALIFIED PERSONNEL. 7) ALL CONDUCTORS SHALL BE COPPER, RATED FOR 600 VOLTS AND 90°C WET ENVIRONMENT, UNLESS OTHERWISE NOTED. 8) WHERE SIZES OF JUNCTION BOXES, RACEWAYS, AND CONDUITS ARE NOT SPECIFIED, CONTRACTOR SHALL SIZE THEM ACCORDING TO APPLICABLE CODES. 9) PV MODULES FRAMES SHALL BE BONDED TO RACKING RAIL OR BARE COPPER G.E.C. PER 7 MODULE MANUFACTURER'S LISTED INSTRUCTION SHEET. 10) PV MODULES RACKING RAIL SHALL BE BONDED TO BARE COPPER G.EC VIA WEEB LUG, ILSCO GBL-4DBT LAY -IN LUG, OR EQUIVALENT LISTED LUG. 11) GROUNDING ELECTRODE CONDUCTOR (G.EC) SHALL BE CONTINUOUS AND/OR IRREVERSIBLY SPLICED 12) ALL JUNCTION BOXES, COMBINER BOXES, AND DISCONNECTS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 13) WORKING SPACE AROUND ELECTRICAL EQUIPMENT SHALL COMPLY WITH NEC SECTION 110.26. SCOPE OF WORK DC System Size: 8.845 kW Asphalt/Comp shingle roof pitch: 5/12 Anchored on 48 inch centers using UL listed racking system UV resistant cable ties (not zip ties) used for permanent wire management off the roof surface in accordance with (NEC 110.2,1110.3(A -B), 300.4) Junction boxes mounted flush w/roof surface DESIGN CRITERIA WIND SPEED: 105 MPH City of EXPOSURE CATEGORY. C SEISMIC DESIGN CATEGORY. B vv' eat Ridge GROUND SNOW LOAD: 301 INTERACTIVE PV SYSTEM NPuilding Divison UTILITY SERVICE: 120124OV SPLIT PHASE MAIN SERVICE PANEL: 150A RATED BUSBAR / 150A RATED MAIN BREAKER ASHRAE EXTREME ANNUAL MEAN MIN DENSITY DRY BULB TEMP: 29oC ASHRAE 2% ANNUAL DRY DENSITY BULB TEMP: 34aC SYSTEM SUMMARY MODULE: (29) HANWHA Q. PEAK G4.1 305 305W PV Module OPTIMIZER: (29) SOLAREDGE P320 DC Optimizers INVERTER: (1) SOLAREDGE SE760OH-US 240VAC W/ RSD Compliance Configuration RACKING: Ironridge Roof Mounted PV System 4020 Youngfield St., Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION M M HEREIN CONTAINED SHALL NOT BE O USED FOR THE BENEFIT OF ANYONE u.i N EXCEPT STELLER ENERGY 0O CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLEIN PART TO OTHERS OUTSIDE RECIPIENTS - ce) ORGANIZATION, EXCEPT IN LL N ZD CONNECTION WITH THE SALE AND U) USE OF THERESPECTIVE c~ EQUIPMENT, WITHOUT THE WRITTEN ami U) of PERMISSION OF DBM SOLAR DESIGN U Cq 0 00 AND CONSULTING COMPANY, LLC �s Z M M O o 00 u.i N < 0O 0� m O -0 - ce) LUH LL N ZD p �'L U) W N c~ -'eCU > U) U-) ami U) of 04 r �: U Cq 0 00 4111, 911-111 DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY J. Fairchild DATE' 12/19/2017 PROJECT # 2017 -STELLAR SHEET NAME: COVER PAGE PAGEtt(REVISION' 0 PV01 izn "'PV Modules cannot be installed over vents PROPER T Y L I NE LEGEND AS PER NEC 110.26, ALL EQUIPMENT SHALL HAVE A 38TH DRIVE INCH MINIMUM WIDE CLEARANCE AND A 36 INCH MINIMUM DEPTH CLEARANCE City of Wheat Ridge 197 65 Photovoltaic Modules = 40" METER WALL EQUIPMENT= 0 Junction Box = - L_J TURTLE VENT (ON ROOF) DISTANCE FROM PROPERTY LINE TO CLOSEST EDGE= AZIMUTH COMPASS 0 �a 2 O Ty2q �O O O 2� ,o s EQUIPMENT LOCATION NOTES 1) CONDUCTORS EXPOSED TO SUNLIGHT SHALL BE LISTED AS SUNLIGHT RESISTANT PER NEC 319.0(D) 2) CONDUCTORS EXPOSED TO WET LOCATIONS SHALL BE SUITABLE FOR USE WET LOCATIONS PER NEC 310.8(C) 3) CONDUIT NOT TO BE INSTALLED CLOSER THAN 112" TO SURFACE OF ANY ROOF 4) DC CONDUCTORS EITHER DO NOT ENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIR. ACCESSIBLE DC DISCONNECTING MEANS PER NEC ARTICLE 690.1(E) 5) ARRAYS SHALL BE INSTALLED IN A WAY THAT ENSURES THAT PV SOURCE CONDUCTORS SHALL NOT BE REDILY ACCESSIBLE. I��TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CO NTRACTO RS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC z co "' 0 -� w N Q o0 2 r0 O 00 cn W LL (1) Z 0 ' w �[ Wto M U t Lr) U oq U)� - 000 DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY. J. Fairchild DATE. 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME: PROPERTY DETAIL PAGE # REVISION: PVO2 0 SITE INDEX OMAIN SERVICE PANEL OUTILITY METER O3 PRODUCTION METER OAC DISCONNECT ODC DISCONNECT City of l b) INVERTER f 1/11, OF AZIMUTH COMPASS N m FIRE CODE SFTRACK.S STELLAR 4020 Youngfield St., Wheat Ridge, CO 80033 P: (303) 729-4354 WWW. ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z Co Co O CD -00 6i N < ❑ O V) O <") +) w Lt- (D Z ❑ _0 F U N It W to ami M �t U) UCq cA w ❑ 00 DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY: J. Fairchild DATE: 12/19/2017 PROJECT 2017 -STELLAR SHEET NAME SITE PLAN PAGE # PV03 I REVISION. 0 PV MODULE SPECIFICATIONS MANUFACTURER HANWHA MODEL Q. PEAK G4.1 305 STC POWER 305W NCCT POWER 225.5W .7 17 ENTm MID OPEN CIRCUIT VOL TAGE�Voql 9.35A 32.62 40.05 V CUR Sc 9.84 A MAX St UU110) 20 A G C 1000 V MODULE EFFICIENCY 1 18.3% HANWHA Q. PEAK G4.1 305 *DC OPTIMIZERS OUTPUT 1 Voc PER MODULE & KEEPS VOLTAGE AT 350Vmp* 15 MODULES & OPTIMIZERS 1N A SERIES STRING 14 MODULES & OPTIMIZERS INA SERIES STRING Oman .. L .. M.M.M.- 81818 222000 80HUNSUSH PV WIRE INVERTER SPECIFICATIONS MANUFACTURER SolarEdge MODEL SE760OH-US (24OV) GROUND UNGROUNDED AC OUTPUT VOLTAGE 240V MAX OUTPUT POWER 760OW CEC RATED OUTPUT POWER 760OW RATED OUTPUT CURRENT 32A MAX INPUT CURRENT 20A MAX DC INPUT VOLTAGE i 500V CEC WEIGHTED EFFICIENCY 1 99% MAX FUSE (OCPD) I 40A #6 BARE COPPER EGC SOLAREDGE SE760OH-US 760OW INVERTER UL 1741 COMPLIANT RAPID SHUTDOWN COMPLIANT NEC 2014 690.12 1-4 * 2 RAPID SHUTDOWN DEVICE DC DISCONNECT SYSTEM SUMMARY MAIN SERVICE 1201240V ARRAY STC POWER 8845W ARRAY NOCT POWER 6539.5W ARRAY CIRCUITS 1X15, 1 X 14 DC STRING MAX OUTPUT CURRENT 15A MAX AC OUTPUT CURRENT 32A MAX AC POWER OUTPUT 7600W CEC AC POWER OUTPUT 760OW PV LOAD CALCULATIONS: SUPPLY SIDE TIE-IN 150A * 100% = 150 150A (MAIN BUS ALLOWABLE SOLAR) 150A AVAILABLE FOR PV 705.12(A) & 690.64 STELLAR 1 , 3 CONDUCTOR SCHEDULE WITH NEC ELECTRICAL CALCULATIONS MAIN SERVICE 1201240V co 4020u 1) INTEGRATED DC DISCONNECT IS PROVIDED WITH INVERTER. DISCONNECT IS LISTED FOR USE 150A MAIN BUS RATED W Ridge, C0 80t.. 10' OR LESS 150A MAIN CCPD MAIN METER MAX. BASE DERATED WIRE RUN P: (303) 729-4354 DESCRIPTION CONDUCTOR CONDUIT W W W. E N E RGY-CONTRACTORS. COM AMPS EGC/GEC FACTOR CONFIDENTIAL - THE INFORMATION CURRENT CURRENTAMPACITY ❑ ❑ AMPACITY DISTANCE axxxxxxxx HEREIN CONTAINED SHALL NOT BE I0 AWG PV WIRE FREE AIR ❑ ❑ ❑ USED FOR THE BENEFIT OF ANYONE PV AC DISCONNECT 0.96(34-C) N/A EXCEPT STELLER ENERGY PV AC DISCONNECT 60A 1201240V 35A 33.6A CONTRACTORS NOR SHALL IT BE 60A 1201240V FUSED AC DISCONNECT OUTPUT TO JUNCTION BOX COPPER DISCLOSED IN WHOLE OR IN PART NON-FUSED AC DISCONNECT 40A FLISES 150A -2P COPPER TO OTHERS OUTSIDE RECIPIENTS Lockable, with visible open Lockable, with visible open Knife Blade Disconnect Knife Blade Disconnect ORGANIZATION, EXCEPT IN SE 7600H -US Clea', visible, accessible and Clearlyy visible, accessible and 2 CONNECTION WITH THE SALE AND within 10'ofbillingmeter withlh I O'of billing meter 314" DIA EMT TYPICAL LOAD SIDE USE OF THE RESPECTIVE - F 0.96(34°C) CONNECTION EQUIPMENT, WITHOUT THE WRITTEN • XCEL PRODUCTION METER 35A NEC 705.12 (A) PERMISSION OF DBM SOLAR DESIGN TO EXISTING LOADS UL USS vy �' AND CONSULTING COMPANY, LLC ti ❑ ❑ aXXxxxXXx COPPER Vl2lFtFit� fir( f 3 CONDUCTOR SCHEDULE WITH NEC ELECTRICAL CALCULATIONS co 1) INTEGRATED DC DISCONNECT IS PROVIDED WITH INVERTER. DISCONNECT IS LISTED FOR USE NO. OF CNDRS. RATED TEMP. CORR. FILL ADJ. CONT. MAX. BASE DERATED WIRE RUN ID DESCRIPTION CONDUCTOR CONDUIT IN CNDT AMPS EGC/GEC FACTOR FACTOR CURRENT CURRENTAMPACITY 00 ai CV) AMPACITY DISTANCE 1 DC CIRCUIT: SERIES STRING I0 AWG PV WIRE FREE AIR WA 15A 6 AWG BARE 0.96(34-C) N/A 15A 23.4A 35A 33.6A 20R U co OUTPUT TO JUNCTION BOX COPPER 0 00 PANEL. COPPER 2 DC CIRCUIT (TRANSITIONED): 10 AWG THWN-2 314" DIA EMT 4 75A 10 A WG THWN-2 0.96(34°C) 0.8 15A 23.4A 35A 33.6A 20R UNCTION BOX TO INVERTER JUNCO COPPER or EQUIVALENT COPPER 3 INVERTER OUTPUT: INVERTER 8AING THWN-2 314"DIA EMT 3 32A 10 AWG THWN-2 0.96(34°C) 1.0 32A 40A SOA 48A SR TO AC DISCONNECT COPPER or EQUIVALENT COPPER 4 AC DISCONNECT OUTPUT.* AC DISCONNECT TO PRODUCTION 8 AWG THWN-2 314" DIA EMT 3 32A IO AWG THWN-2 0.96(34°C) 1.0 32A 40A 50A 48A SR METER COPPER or EQUIVALENT COPPER 5 PRODUCTION METER OUTPUT: PRODUCTION METER TO AC 8 A WG THWN-2 3/4"DIA EMT 3 32A 10 AWG THWN-2 0.96(34°C) 1.0 32A 40A 50A 48A 5B DISCONNECT COPPER or EQUIVALENT COPPER AC DISCONNECT OUTPUT: AC 6 DISCONNECT TO POINT OF 6 AWG THWN-2 314" DIA EMT 3 32A 10 AWG THWN-2 0.96(34°C) 1.0 32A 40A 65A 62.4A Sh INTERCONNECTION COPPER or EQUIVALENT COPPER *ROMEX AMPACITY LIMITED TO 60° VALUES. IF USED, SIZE ACCORDING TO NEC TABLE 310.15 *DC Conduit must be marked in accordance with NEC 690.31. Labeling must be every 10' and comply with NEC 690.31. See PV06 for label plan. 'All DC Conductors Must Be Protected With Metal Conduit ELECTRICAL NOTES SPECIFICATIONS 1) INSTALLATION SHALL COMPLY WITH ALL REQUIREMENTS OF NEC 2017 AND ANYAPPLICABLE LOCAL AMENDMENTS. 2) MODULE INTERCONNECTION CONNECTORS SHALL BE IN COMPLIANCE WITH NEC 690.33(A) AND SHALL BE POLARIZED AND NON INTERCHANGEABLE WITH RECEPTACLES IN OTHER ELECTRICAL SYSTEMS ON THE PREMISES. 3) MODULE INTERCONNECTION CONNECTORS SHALL BE OF THE LOCKING TYPE REQUIRING A TOOL FOR OPENING IN ACCORDANCE WITH NEC 690.33(C). 4) MODULE INTERCONNECTION CONNECTORS SHALL BE MARKED "DO NOT OPEN UNDER LOAD" IN ACCORDANCE WITH NEC 690.33(E). 5) THE CONNECTION OF ALL MODULES SHALL BE ARRANGED SO THAT THE REMOVAL OF ANY PANEL OR MODULE SHALL NOT INTERRUPT A GROUNDED CONDUCTOR TO ANOTHER PHOTOVOLTAIC SOURCE CIRCUIT IN ACCORDANCE WITH NEC 690.4(C). 6) ALL EQUIPMENT IN PHOTOVOLTAIC SYSTEM SHALL BE LISTED BYAN INDEPENDENT TESTING AGENCY. 7) THE GROUNDING ELECTRODE CONDUCTORS SHALL BE CONTINUOUS IN COMPLIANCE WITH NEC 250.64(C) AND 250.160. 8) THIS SYSTEM CONFORMS TO NEC 2017, CODE 690. 11, WHICH REQUIRES THAT PV SYSTEMS WITH DC SOURCE CIRCUITS, DC OUTPUT CIRCUITS, OR BOTH, OPERATING ATA PV SYSTEM MAXIMUM SYSTEM VOLTAGE OF 80 VOLTS OR GREATER, SHALL BE PROTECTED BY LISTED (DC) ARC -FAULT CIRCUIT INTERRUPTER, OR OTHER LISTED COMPONENTS TO PROVIDE EQUIVALENT 0 5 City of Wheat Ridge uildin4 SCHEMATIC NOTES co 1) INTEGRATED DC DISCONNECT IS PROVIDED WITH INVERTER. DISCONNECT IS LISTED FOR USE Z WITH SOLAR EDGE UL 1741 LISTED STRING INVERTERS. O 2) PV PRODUCTION METER SOCKET SHALL BE IN COMPLIANCE WITH SECTION 4.13 OF THE XCEL 1- 00 LU N ENERGY STANDARD. Q 3) PV PRODUCTION METER SHALL HAVE THE PV GENERATION WIRED TO IT'S LINESIDE TERMINALS (TOP OF METER BLOCK). 00 ai CV) LU 4) PV PRODUCTION METER SHALL HAVE A STAMPED BRASS, ALUMINUM, OR STAINLESS STEEL TAG LO (D p -3: to INDICATING THE ADDRESS INCLUDING UNIT, AND "PV PROD" IN ACCORDANCE WITH THE Z 0 `_ Y REQUIREMENTS FOR METER IDENTIFICATION IN SECTION 4.14.4 OF THE XCEL ENERGY STANDARD. W rn cl i 't 5) PV PRODUCTION METER SHALL BE LOCATED WITHIN 10 FEET IF THE MAIN BILLING METER. N U co 6) PV PRODUCTION METER SHALL BE RATED TO HANDLE AT LEAST 40A OF AC CURRENT. 0 00 PANEL. MAIN SERVICE PANEL % DBM DESIGN PV PRODUCTION METER NOTES 1.) The self-contained metering will be in compliance with the current revision of the Xcel Energy Standard; specifically Section 4. 11, or as may be amended. 2.) The PV production meter will be required to have the PV generation wired to the lineside terminals (top of meter block). 3.) The meter socket for the PV production meter shall be marked with a stamped brass, aluminum, or stainless steel tag, indicating the address including the unit, typically "PV PROD" in accordance with the requirements for "meter Identification" in Section 4.14.4 of the Xcel Energy Standard, or as may be amended. 4.) The PV production meter shall be located within ten (10) feet of the existing utility meter. If there is any reason this cannot be accomplished, the approval of the proposed PV production metering will need to be obtained by the local electric DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED By J. Fairchild DATE. 12/19/2017 PROJECT # 2017 -STELLAR SHEET NAME: SLD/ ELECTRICAL DETAIL PAGE# IREVISION. PV04 1 0 ARRAY DETAIL MCI P3ZO P370 P400 P405 (for 60•ce 11 mod- Icor high -Power (for higher -power (Tor 7Z & 96•ce11 (for then film ulesl 60 -cell modules) 56 and 72 -cell modules) modules) modulesj INPUT Rateu htEwt UC Puwer'�' 3' G 3lri 3!u 400 4U:, .. .At sclufe Mavitnurn Input iultagr' MAXIMUM POWER IVUL at ltnveat ItImilefature} s hU 80 1L'- Vu': MPPf C'F+cra:lrg ieartge 5. --IN J R-HAJ VOLTAGE (Voc) Nlaximerin Short Circuit C-, rent ihLI 1'J _ _ 10. N � tvlasununt 13C InPua Cmrcr, .2 ., 13 L 4. -IL I'Aaminum Uri[.tLnr Welgllkd Eff,uVnLy y5 _' % Ovury PLag_ Cateoury It OUTPUT DURING OPERATION {POWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTER) L Maximum {Jui 'i Current _ AJL F.la:urnumOutt)j,Valtave 66 S_ \JL OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM SOLAREDGE INVERTER OR SOLAREDGE INVERTER OFF) U) W Safety Output `:iatl2gc ..L: Paver 0 cc) STANDARD COMPLIANCE 1,11% -CC P„tis Gash e, IEC(:1000''-b-2, ILCLiUGU-b 3 lard, ILC:.P.O'_a-L {Llds5IF sa(C'.yi. Lit 1/41 _ R.uI'S 'ru.% INSTALLATION SPECIFICATIONS rvlaxtmum AlFuwed System •Jollate iUtLU ';`dc Cumpatlble'r,de'1te'. _ All SQ14,; "Se sluglk Pita S! i..)d l fe, Pf'a SL' Dilt:crcSroIIi ['yG s L . f"1 36 1S2 i.3Sf 1<x'L1 121t x ISL r.. l I `� ! S r. S 9i< 1,08 - - tr nl j to 91 r Ve.ght j."ldding tables) t 30 J 1 4 6t) j I 1 _ MC 4 Input Conntclor MC4 Cumpatibk N1C4 CurTivat*lV .Arnpherui A.H4 I;uuble i• ,Mated: output Lyme Type If Cor eml.o— Duuble Ittsuldtc [;: NIC -1 CurnDauLk. MCl J Cuuble lmulated; R.'C4 C umpa?b!e 4mphen::l Ar44 _ Uut"t '.i lw ti,rgth 0.9S j 3.13. ` 1 ! 3.9 •n i r., Operatng Temperature Range -4J - X851 -40 -+1B3 ! Prutect"c=.1 K,4nle IP&N I NL1dAGP Relatwe. HJIt'idat EI _ IGor .� ts' Pa'Ri STi ,wwx d�he rr.oc�lr M.x.le _` ..:o -'ik rcacr tct^nrv_c �s_a: er.. PV 5YSTEM DESIGN USING SINGLE PHASE A SOLAREDGE INVERTERe” SINGLE PHASE THREE PHASE 208V THREE PHASE 480V i41) -WAVE ?ctr;tr;rurn Soria (F Aur Jlrinnlmrs) s L 16 M.-iniuv) 51+ng LL'ngur S7UC''y6D-JU with N?dvIt11Ur1 Pt: wtiCr per S'.nr'g �1triJ tip:"�' 1Z7`_i} .. SL ,+dJUrJFi-U S j Parallel Stnngi of _-0f Tient LU, -0h-. or Otierttalra,u res t Fdr oe:aitlG-nin: sf: ra{c lnisrna^or Tele ta-^.rtg;'/,u sota,ea:,s.ccm ltitro,lderaurt(hMslsmrt;_a:mp na.cd7. Is' It -m as—et— PADS xr:h P3sUJP Af7'A`JO71'?arJlP700 rn anc tt r„ Basic String Diagram of Grid -Tied System with Optimizers Solar Edge DC Optimize + - + - + - + - #10 PV Wire Junction Box PV Source Circuit Equipment GroundingCoducto To Inverter 'See A Data Sheets for PHOTOVOLTAIC AC OUTPUT LABEL AC OUTPUT CURRENT 32A NOMINAL AC VOLTAGE 240V DC DISCONNECT CALCS RATED MAX POWER 20A POINT CURRENT (Imp) MAXIMUM POWER 350V POINT VOLTAGE (Vmp) C) ch o MAXIMUM SYSTEM SOOV VOLTAGE (Voc) SHORT-CIRCUIT N � CURRENT (Isc) Photovoltaic Array String Detail (15) Modules String A n (14) Modules String B 1,.- 0 T E L LA R 4020 Youngfield St., Wheat Ridge, CO 80033 P: (303) 729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY. LLC City of \1 leas �id9e Z O C) ch o Building DIVISOT, ^ OC)W p` O N � � U (�cu00 O MLU M LL (I) Z L Y w C/7 .. C7 } U) W >� r > 0 cc) Attachment Diagram Module Overhang Cantilever = 33% of MAX rail span 25% 50% 25% Rail PV Module 48" MAX rail span with staggered attachments to distribute weight across support trusses DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY J. Fairchild DATE 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME: ARRAY/STRINGING DETAIL PAGE # REVISION: PV05 0 A TTACHMENT DETAILS 10--STELLAR _ _ _ F-14020 Youngfield St., Wheat Ridge, CO 80033 ----------- __ _ __ _____ ❑ WWW,ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND - USE OF THE RESPECTIVE 0 EQUIPMENT, WITHOUT THE WRITTEN -- ------ PERMISSION OF DBM SOLAR DESIGN 0 AND CONSULTING COMPANY, LLC ------------ 0 0 0 -- — ---------------- El 2X4 TRUSSES 24O. C. -{ -- - ------------- 0 -- - -------------- SOLAR - - -------- SOLAR MODULES 0 -- - -- ----------- ATTACHMENTS/ ------- ATTACHMENTS/ __ _ __ ---------- FLASHINGS _-----_FLASHINGS - -- - -- -------- IRONRIDGE RAILING --- -- - -- - --- 0 ch El Z M -- - -- --- 0 : � LLI 01 Q D O N ----------- I I I cry � � v U) ------ 00 I I I �hea�R\d9 Lu LL N M -� ~ ---------- i i i i \vlsoa Z D } Y -------Lo I I B���din90 c j >>� U) It 1 (n C> 00 I I i I I I 1 I 1 I .: ATTACHMENT NOTES DBM DESIGN THE SOLAR PHOTOVOLTAIC INSTALLATION SHALL NOT OBSTRUCT ANY DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY. J. Fairchild DATE. ROOF TYPE COMPOSITE SHINGLE 12/19/2017 PROJECTk 2017-STELLAR SHEETNAME: ATTACHMENT DETAIL PAGEk REVISION: PV06 0 1 ROOF MEMBERS AND PENETRATIONS TO BE DETERMINED /N THE FIELD 2 LAG SCREWS SHALL BE 5/i6" X 3.5" WITH A 2.5" MINIMUM EMBEDMENT. 3 PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. 4 5 INSTRUCTIONS PROVIDED BY THE MANUFACTURER, MANUFACTURERS' AZIMUTH 2450, 155° LAYERS OF ROOFING 1 ROOF INFORMATION PITCH 5:12 TRUSS SPACING 24" 0. C. TRUSS DIMENSIONS 2"X4" STRUCTURAL CALCULATIONS WIND EXPOSURE CATEGORY c DESIGN WIND SPEED 3 -SECOND GUST DESIGN GROUND SNOW LOAD 30 PSF TOTAL WEIGHT OF ARRAY 1478 LBS POINT LOAD (NO SNOW LOAD) 22.06 LBS DEAD LOAD (NO SNOW LOAD) 2.8 PFS DEAD LOAD (30PSF SNOW LOAD) 32.8 PFS AZIMUTH 2450, 155° LAYERS OF ROOFING 1 STRUCTURAL CALCULATIONS WIND EXPOSURE CATEGORY c DESIGN WIND SPEED 3 -SECOND GUST DESIGN GROUND SNOW LOAD 30 PSF TOTAL WEIGHT OF ARRAY 1478 LBS POINT LOAD (NO SNOW LOAD) 22.06 LBS DEAD LOAD (NO SNOW LOAD) 2.8 PFS DEAD LOAD (30PSF SNOW LOAD) 32.8 PFS AZIMUTH 2450, 155° LAYOUT SPECIFICATIONS NUMBER OF MODULES 2s NUMBER OF ATTACHMENTS 67 AREA 523f AZIMUTH 2450, 155° 3" WARNING ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN POSITION 4.5" 1k WARNING: PHOTOVOLTAIC POWER SOURCE LOCATION: (1) COMBINER BOX (2) JUNCTION BOX LOCATION: DC CONDUIT (3) BREAKER PANEL (4) DISCONNECT SWITCH O (REFLECTIVE CONDUIT LABEL) (5) INVERTER PER NEC 690.31(B)(1-4) O .k 4.5" I, 4.5„ PHOTOVOLTAIC AC DISCONNECT WARNING DUAL POWER SOURCE MAXIMUM AC OPERATING CURRENT: 32A SECOND SOURCE IS PHOTOVOLTAIC SYSTEM NOMINAL AC OPERATING VOLTAGE: 240V LOCATION: STRING INVERTER ( C 1k 4.5" WARNING DO NOT ADD ADDITIONAL CIRCUITS TO PANEL 4.5" CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LOCATION: (1) MAIN SERVICE O 1k 4.5" WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE SOLAR BREAKER LOCATION: (1) MAIN SERVICE LOCATION: (1) MAIN SERVICE O MAIN SERVICE & ALL BACK FED PANEL BOARDS O (2) AC COMBINER PANEL O(2) AC COMBINER PANEL O LOCATION: MAIN SERVICE (3) ALL BACKFED PANELS LABEL NOTES A. RED BACKGROUND B. WHITE LETTERING C. MINIMUM 3/8 LETTER HEIGHT D. ALL CAPITAL LETTERS E. NON BOLD F. MATERIAL SUITABLE FOR ENVIRONMENT G. SIGNS MUST BE REFLECTIVE "WARNING: PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN" "PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN" STRING JUNCTION INVERTER BOX (7 (1) m AC DISCONNECT O 0 DO NOT DISCONNECT UNDER LOAD O FOR ILLUSTRATION PV SUB ONLY PANEL (NOT ACTUAL MSP) MAIN SERVICE PANEL O O O ❑ ❑ A ❑ ❑ ❑ D OE H K G GF,`Q.� O`a`yo �r J�a`cA �TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CO NTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z y DC DISCONNECT CALCS RATED MAX POWER 207A POINT CURRENT (fmp) Q 2 MAXIMUM POWER 950V POINT VOLTAGE (Vmp) CC) c41 h a, MAXIMUM SYSTEM SOOV VOLTAGE (Voc) F - U) SHORT-CIRCUIT O CURRENT (Isc) z m U) of LOCATION: STRING INVERTER ( C 1k 4.5" WARNING DO NOT ADD ADDITIONAL CIRCUITS TO PANEL 4.5" CAUTION PHOTOVOLTAIC SYSTEM CIRCUIT IS BACKFED LOCATION: (1) MAIN SERVICE O 1k 4.5" WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE SOLAR BREAKER LOCATION: (1) MAIN SERVICE LOCATION: (1) MAIN SERVICE O MAIN SERVICE & ALL BACK FED PANEL BOARDS O (2) AC COMBINER PANEL O(2) AC COMBINER PANEL O LOCATION: MAIN SERVICE (3) ALL BACKFED PANELS LABEL NOTES A. RED BACKGROUND B. WHITE LETTERING C. MINIMUM 3/8 LETTER HEIGHT D. ALL CAPITAL LETTERS E. NON BOLD F. MATERIAL SUITABLE FOR ENVIRONMENT G. SIGNS MUST BE REFLECTIVE "WARNING: PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN" "PHOTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN" STRING JUNCTION INVERTER BOX (7 (1) m AC DISCONNECT O 0 DO NOT DISCONNECT UNDER LOAD O FOR ILLUSTRATION PV SUB ONLY PANEL (NOT ACTUAL MSP) MAIN SERVICE PANEL O O O ❑ ❑ A ❑ ❑ ❑ D OE H K G GF,`Q.� O`a`yo �r J�a`cA �TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CO NTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z M ch O -w w N Q 2 ❑O r- U O CC) c41 h a, W LL(1) z ❑ o F - U) UJ a) Cf) z m U) of LI) -I-- �> U� In OD h DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY'. J. Fairchild DATE: 12/19/2017 PROJECT 2017 -STELLAR SHEET NAME: LABEL PLAN PAGE# REVISION: PV07 0 PICTURES ELECTRICAL STRUCTURAL �TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 WW W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT. WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY'. J. Fairchild DATE' 12/19/2017 PROJECT,' 2017 -STELLAR SHEET NAME: PICTURE PAGE PAGE# I REVISION PICTURES 0 C`7 Z � O o 00 W N � 0 � O -0 00 Cy')w LL a) zo C/)Y W M U CJS �� Co DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY'. J. Fairchild DATE' 12/19/2017 PROJECT,' 2017 -STELLAR SHEET NAME: PICTURE PAGE PAGE# I REVISION PICTURES 0 SOLAREDGE RAPID SHUTDOWN solar - w s I ;11I�'�ill [��i Illlll l illi Rapid Shutdown Kit - Installation and Configuration (Single Phase Inverters) This document describes how to instal the rapid shutdown kit in the 5olartdge Safety Switch, and how to enable the rapid shutdown feature in the inverter In order to provide Me functionality described In the Rapid Shutdown clause of NEC2014 6W. 12 f11 through (4). Kit Contents ' Rapid shutdown cables ' Micro -SD card and SD card adapter with firmware Nes (Note. DO NOT THROW) AVJJ4Y 1H CARDA%D THE ADAPTER; keep them for installation of other raped shutdown kits Gable Installation Perform this procedure before connecting the strings to the Safety Switch [Chapter 4: Connecting the IAC and the Strings to the Safety Switch in the 5olorPdge lastallohoa Guide). 1 Turn the inverter ONJOFF switch to OFF. if installing the kit in an inverter that Is already operating, wait until the LCD indicates that the DC voltage is safe J e50V), or wait five minutes before contininng to the next step. 2 Turn the Safety Switch and the AC switch on the main circuit board to OFF. %-0 If you corticol see the inverter parte!, or if a maffunit2 n is indlceted an (tie LGQ ptinel, watt five rnawMs for the input capacitors of She irwerter to discharge. 8 Loosen the four Allen screws on the front cover of the Safety Switch, and open the cover. 4 Carefully disconnect the two OC cables frorn the left side of the switch and from the DC connection spring clamp terminals, as illustrated below'. use a standard straight -bladed screwdriver to disconnect the cables from the terminals. 5w0och Iismtsal track Disconnect hoc Dc camcCtna I01111'WS DISCOOFoct hero Figure 1: Instdo the ACMC Sarear Switch i The ahernal rompar.M3, cosy vary deporidasgoe the Eatery Switch model; the hgures in this 6muments snow ihrAC/'t]C Safety Sween Io► single Mase 7.6.21.4 kW Invertem Rapid Shutdown Kit Installation - MAM-02-W18d-1.6 P. solar- . ■ : Rap)d Shutdown JKJr-lnstaffoticin and Configuration {Single Phase Jnvertef-s) 5 The rapid shutdown cables have a resistor connected to one end ton the red cable►. Connect these ends to the switch, making sure that the red and black cables are reversed relative to the cables connected at the top of the switch +going into the OC side conduit between the Inverter and the Safety Switch), as detailed below. Appty a torque of 2 kl*m (18 lb'Inl= ' if the cables at the top are red and black from left to right, connect as shown below. Redd*i t3tack(.i {i t t LL Slack (-) Red I+t vrth rapid s1h tdawn rum or Figure 2: Rapid shotdowe cattle caimm and - op4len I If the cables at the trip are black and red from left to right, connect as shown below_ Btatk (-h R"4-5 r e tic IX— s-■ a ■ i--' I^I kJ rI Red i*} vAth rapid @tads (-i stYtldown Inestw:or Figure 3: Rapid shadown caM cautaned - option 2 & Use a standard straight -bladed screwdriver to connect the other end of the rapid shutdown cables to the DC connectiori spring -clamp terminals,: connect the black cable from the switch to the DC- terminal block, and connect the fired cable from the switch to the DC- terminal block. 7 Check that the cables are located and connected in the correct positions to ensure the rapid shutdown functionality_ 8 close the cover: Attach the switch cover and secure it by tightening the four screws with a torque of 0.9ft. 'lb 11.2 N' m. Rapid Shutdown Kit lnstaJlotW - MAN -01-0018b-1.6 IQ C%TELLAR 4020 Youngfield St., Wheat Ridge, CO 80033 P: (303) 7294354 WWW. ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z cr3 M O -00 0 O l Ll N Q � s U U) O °° co CD w LL a Z D H in -, ti >- to Lli rn F-- m to t It U cD (n 0� 0 00 ' ' • is DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY: J. Fairchild DATE: 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME: SolarEdge RSD PAGE# REVISION: SE RSD 0 Q.A(VTUM SOLAR MODULE SPECSHEET The new high-performance module secures the high- est yields clue to our innovative cell technology and a module integrated cell string optimizing technology from It is the ideal solution for residential, commercial and space constrained applications. The integrated cell string optimizer eliminates performance mismatch due to shading, soiling or degradation at the most granular level. aUP TO 25`)6 MORE YIELD E� f Industry's best shade tolerance- optimized periormanTce on cell string level. HIGHER POWER OENS(TY VW Every cell string can harvest eneW even from shaded, soiled, orsnoared- on cell strings, allowing you to pack more modules into your design. AWFLD(RILE SYSTEM SLZE High flexibility regarding string lengths and panel orientation leads to a significant reduction of planning and installation cost. ENDURING HbGH PERPORMANCE Longterm yield security with P!wer Optimizing, Anti PID Technology, Hat-SF-Dt Protect and Traceable quality Tra.Q1. LOW ELECTRMTY GENERATION COSTS Higher yields per surface area and loner BOS costs thanks to higher power classes and embedded cell string optimizer. INNOVATIVE ALL-WEATHER TECHN011.061 Optimal yields due to excellent low -light and temperature behavior as well as mitigation of mismatch -loss caused by partial shading, soi Ii rig or delgradat ion. THE IOEALSOLUTION FOR: 15 mooch• are* an ntsidartml buldingt Engineered in Germany RIM teLlAfOr � 4�ae+r LC r r:rollLwl'. PT. +Lir-rnrenr� t7,sH�• T.1.d IYfiru ay,l'. � i•^ APi t t :mdiNms: Calls at• L5C+)V aepinst ercurv3ej, with cuductxe me, Ill foil exacered rreAule surface, 25'C. 168h See data sheer m mer for tvder irdormation O CELLS Formal: 65.7 in x 99A in x 1.25 in(ine Wirvirame) (1670mmx 1CO3mmx 32mm) - 111— waillm 41.451Lc(18.8kB) Frart{oxer 0.13 in (3.21mrm) thermally pro- stressed g]asa; with an li-reflection technology o-,�••,,,,,, + lark Corer G_mpmte film Frame Blr_kand¢edabr mm Cell 6. 10rocnotly lalliree,ANTUM salar cells Laetonbox S. 00X4.41x0.R3n1L79xI17x21mm), Prctedm class IP69, with MLPE chip set +��., '•'� Cable 4 mm =Solar cable; ;a.1:39.37 n{ LOW mar), n?1 1 mm} _ Cotneomr W160entact M24 or MC4 irnermateable, IPb9 m —•-•• r�'-+'+""� a PMERCIASS 300 305 MINIMUM PERFORMANCE AT STANLW47 TEST CONDITIONS,STC, POWER MURAMCE491R7-0'K) Pore at MPP Pte, [w] 3001 305 Short CircuitCummtl 1•, [AI 9.77 9.84 ITpaa Cimirvalaye• Y- IV) 39.76 bCt05 Current at size (A) 926 9.35 vatelestMPP• Yw IY] 32.41 32.62 NRoielep ra [9L] 1&0 18.3 MINIM UM F£RFCRMANCE AT NORMAL OPERATING COMO BIONS. HOC° Pore atrPF P_ Iw] 221.8 725.5 5 Ihort Circuit Cumrre I- [A] 7.68 7.94 e opal GimitYeHse• Ye IV] 37.19 37.45 Durant at („ [A] 7.27 7.25 Yoltslpart NPPY-, N7 30A9 3_.67 16XIMW){ 25'C, :pKNn AN 21 SIC: a:%; HOC 45% 'IJKM''m; H:LT,spuuumAY 1.5G +mint %ouas, actio tat lis na]' Lima 0 CELLS PERFORMANCE WARRANTY PE RFa d{ANCE AT LOW ffuzi ANCE TtvioUrmu,,16% aa7mlOtOm pirycar. Y t 1 ) t w, ++ k laasl Sink or peer rpw AtlaWa3.5%orncmnalprsr tglaaSTWs, l 'a All dila trillion Iowanaft tohtacet, ' a — I --T Feel wom/a In atardarct+Mth the syrarry barmaLirthoCCELLS :AIM tr�WUJIcndyc+a q• mspacinoewwy. tr '- — � - '- ewe&rxt nYM + • Typical m:dda pa rema t a unLi;T b Irmdtima taratla In .,'�i.i�ri.•�++i.►;:i.':a.,xrr 'v'• ranpartson to STC tottlUkra 12S -C, 3,M_ -'%*1 TENPEFATUM COURCENTS TanparablmCoefficient dl- a MAI +W-4 Temperature CcrlfioicntofY� $ I%M -0.28 TenparatureCodfiuendP_ , lKdXI -0.39 11-10peratingCell Temperature NOCT [°F7 I73s54(45s3=C) >. e Mmilmm1p0"YotpV_ p"1 1.000 lEQ1LLQ?(UQ SafayCIon II Maaim re SereaFuse Nertir4 P OC] 20 rim Ra611 C UEC}.' TYPE 1 (UL} Chairrrlaid, push (ULY UdRr] 75+;3547Pa) PorniOeimduletempertire-40`1:upina_185IF M omrtilai0ln Illy (_40aC up to 485 •C) Desire load, pill (UI,Y Oltm 55.6(2-5661a) ' see installation manual 1 h UL 1703; YCE Wally Taskd; O E%rltlpllam; Number of No dales pe Pallet 32 IE C El Z L5 tEtlY.; IEC x173•"t •: EA. L7 afp Ititkn r toss A Number of Follette per 9' Cmdimr 3.+ C / a Nun bar OfIolkhper 40Clnniser 26 OWE C I t PdlmOtnmions(LxwxN) 6a.7inx45.3inx46,1in f 1745mm x 1 L5+}mm x 1170 mml Palle wailit 343Slbs {65 Slee) NOr6 lnsl11111*lr lMbIXUm: mltl b2 rollolaad. Seo tro Indallatlal and cWraCligmtmal errtntattrar tIOCMlCat saMtt Liapsltrortru rudntt ImamaOGt on appavd Installation and tl2 C1 the PTxwt Nlmall a CELLA Ando llo 30O Spachun Caela Cr Ma.Sat&]250,iMn&,CA 92618, Usk ITELs191974859961 aWL 111+11YOUSAr IQIIIZOm WEA wve.4cala.US ��TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 WWW. ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THERESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z M M �. Ahn►nn t7,sH�• T.1.d flatus •� .• w TSN sm rmsvr.r W iR.ra 3.,4 a(1'{ ID. 400315e' ' APi t t :mdiNms: Calls at• L5C+)V aepinst ercurv3ej, with cuductxe me, Ill foil exacered rreAule surface, 25'C. 168h See data sheer m mer for tvder irdormation O CELLS Formal: 65.7 in x 99A in x 1.25 in(ine Wirvirame) (1670mmx 1CO3mmx 32mm) - 111— waillm 41.451Lc(18.8kB) Frart{oxer 0.13 in (3.21mrm) thermally pro- stressed g]asa; with an li-reflection technology o-,�••,,,,,, + lark Corer G_mpmte film Frame Blr_kand¢edabr mm Cell 6. 10rocnotly lalliree,ANTUM salar cells Laetonbox S. 00X4.41x0.R3n1L79xI17x21mm), Prctedm class IP69, with MLPE chip set +��., '•'� Cable 4 mm =Solar cable; ;a.1:39.37 n{ LOW mar), n?1 1 mm} _ Cotneomr W160entact M24 or MC4 irnermateable, IPb9 m —•-•• r�'-+'+""� a PMERCIASS 300 305 MINIMUM PERFORMANCE AT STANLW47 TEST CONDITIONS,STC, POWER MURAMCE491R7-0'K) Pore at MPP Pte, [w] 3001 305 Short CircuitCummtl 1•, [AI 9.77 9.84 ITpaa Cimirvalaye• Y- IV) 39.76 bCt05 Current at size (A) 926 9.35 vatelestMPP• Yw IY] 32.41 32.62 NRoielep ra [9L] 1&0 18.3 MINIM UM F£RFCRMANCE AT NORMAL OPERATING COMO BIONS. HOC° Pore atrPF P_ Iw] 221.8 725.5 5 Ihort Circuit Cumrre I- [A] 7.68 7.94 e opal GimitYeHse• Ye IV] 37.19 37.45 Durant at („ [A] 7.27 7.25 Yoltslpart NPPY-, N7 30A9 3_.67 16XIMW){ 25'C, :pKNn AN 21 SIC: a:%; HOC 45% 'IJKM''m; H:LT,spuuumAY 1.5G +mint %ouas, actio tat lis na]' Lima 0 CELLS PERFORMANCE WARRANTY PE RFa d{ANCE AT LOW ffuzi ANCE TtvioUrmu,,16% aa7mlOtOm pirycar. Y t 1 ) t w, ++ k laasl Sink or peer rpw AtlaWa3.5%orncmnalprsr tglaaSTWs, l 'a All dila trillion Iowanaft tohtacet, ' a — I --T Feel wom/a In atardarct+Mth the syrarry barmaLirthoCCELLS :AIM tr�WUJIcndyc+a q• mspacinoewwy. tr '- — � - '- ewe&rxt nYM + • Typical m:dda pa rema t a unLi;T b Irmdtima taratla In .,'�i.i�ri.•�++i.►;:i.':a.,xrr 'v'• ranpartson to STC tottlUkra 12S -C, 3,M_ -'%*1 TENPEFATUM COURCENTS TanparablmCoefficient dl- a MAI +W-4 Temperature CcrlfioicntofY� $ I%M -0.28 TenparatureCodfiuendP_ , lKdXI -0.39 11-10peratingCell Temperature NOCT [°F7 I73s54(45s3=C) >. e Mmilmm1p0"YotpV_ p"1 1.000 lEQ1LLQ?(UQ SafayCIon II Maaim re SereaFuse Nertir4 P OC] 20 rim Ra611 C UEC}.' TYPE 1 (UL} Chairrrlaid, push (ULY UdRr] 75+;3547Pa) PorniOeimduletempertire-40`1:upina_185IF M omrtilai0ln Illy (_40aC up to 485 •C) Desire load, pill (UI,Y Oltm 55.6(2-5661a) ' see installation manual 1 h UL 1703; YCE Wally Taskd; O E%rltlpllam; Number of No dales pe Pallet 32 IE C El Z L5 tEtlY.; IEC x173•"t •: EA. L7 afp Ititkn r toss A Number of Follette per 9' Cmdimr 3.+ C / a Nun bar OfIolkhper 40Clnniser 26 OWE C I t PdlmOtnmions(LxwxN) 6a.7inx45.3inx46,1in f 1745mm x 1 L5+}mm x 1170 mml Palle wailit 343Slbs {65 Slee) NOr6 lnsl11111*lr lMbIXUm: mltl b2 rollolaad. Seo tro Indallatlal and cWraCligmtmal errtntattrar tIOCMlCat saMtt Liapsltrortru rudntt ImamaOGt on appavd Installation and tl2 C1 the PTxwt Nlmall a CELLA Ando llo 30O Spachun Caela Cr Ma.Sat&]250,iMn&,CA 92618, Usk ITELs191974859961 aWL 111+11YOUSAr IQIIIZOm WEA wve.4cala.US ��TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 WWW. ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THERESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z M M O o - Lip W N Q 2 00 � U Of Ca00 0-0 M rn W LL a) Z Q '� U) Y co LC) LLJ Uj LMC) 2L 0 0O0 ^ ���// co of C 7 0 00 4111, DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY: J. Fairchild DATE' 12/19/2017 PROJECT2017-STELLAR SHEET NAME' MODULE SPEC SHEETS PAGE#REVISION: _) i SPECS 0 solar• • z SolarEdge Single Phas for North America SE3000H-l►S ! SE380GH-US ,r SE5000H SE7600.1i-US it . w • 4L INVERTER SPECSHEET Optimized installation with HD -Wave technology " Specifically designed to work with power optimizers R9tcord-breaking efficiency Integrated Arc Fault protection and Rapid Shutdown for NEC 2014 and 2017, per article 690.11 a nd 6_90.12 Ememely sm all H igh reliability without any letectrotytic capacitors Built-in module -leu -1 monitoring III�t1��1" d Outdoor and indoor installation wave + Opti 7nal. Revenue grade data, ANSI C 12.20 Class 0.5 (©.i% accuracy) L mss, o) a r _ � e ! Single Phase Inverters for North America LsuUU?! US? Si' jLLJUfl•US "si LU Ur1•U E�UUI<tj u ,'sL uUUls-iJ3 SL34Dt7Rt2-U5 OUTPUT :'Sled AL (it -,Pu. it u,J T.tax. AL tO'her(JUIPL- �ixYJ A& F.tW;lat1: Vak.2.^: c R11n: ;4nrn: ll." sx. i l gB • 48 - ::''4 . AL Uu, PL1, VQt7agr TAan: bum: fv`-a+. i.21 - .'Z*- .6=5 r' AL t•rcaaencr IF4Dmlraq htaxtmurnLon`nuoisU%r.ouiturrcnt1L :' MitAimum Contnjods Gut aut Currrnt '40;� 6FLll ltrreshold Utdit-v Monnortni IstronGn& Prcr:ccnon, Launtrq toringurabie ltrrsl•oidi INPUT htaximuan INC Foavrr 't eansbrm,r-fess,. Un,f,rs,unecd maxln' m InAUT forage fwaams"I L%L InautVd'age Maxirnum Input Lurrent :Cass f6taxlmt:rn Mau! c urrent .:fLrk hta-x. tngui Snor. rarcuaCnrrent krrmrc-Felanl-r Protector Karotxnd-Fautt Isolanar. Lsrtrc-,or n taximum Irwerter € t ncrx r LK 'at'ctt:;nteC° kfxlvl :y Yafj;ttt.nmc Ptamcr Lt;nsunWfiar. ADDITIONAL SL nsod+ cmmutncaron Irneriaces rad, Uata, Arts RAP105nL1dcw,n-NLL:U14and A: L90.11 Cnd Lornernar Stat•rdafai k rtm..ans INSTALLATION SPCC61CATIONS 4L Uu?c.ut Candui! !,'.VL, Har.,r LIC Irr?ut Candun Size.J a ce ;tnrgs e' A%vu xar e Utrnrnslans hrh 7afc'y sstrt.h IH,'ie; xDj 't'lgnt Witt safer, Yhrcn Italic Laofing L7Acranrq (cmFrrature 14.9ne,C Noor r^onRarnR �r to s>m Rrat�ral vs:mrt �t!Z .04-U% Wi%= �aoHr w,.,arne i,er sa't a-40 -. hTe'2rss±t1{P.dEQ.t'iJt 1_.S "TELLAR Wheat Ridge, CO 80033 P:(303)729-4354 WWW. ENE RGY-CONTRACTORS.CO M Sti'_�l 55UJ ASU L3Uii 11}.9JL d": �ilU CONFIDENTIAL - THE INFORMATION A B0 HEREIN CONTAINED SHALL NOT BE 5£38WH_V!. 5L540QH-U5 5LE-3WH-us 5L154f{PH-LYS .v.1' 10 USED FOR THE BENEFIT OF ANYONE Act: EXCEPT STELLER ENERGY BtltYJ ,�.H:v t.,Lilt) rrx:• ei71�: srRitl.tty CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART d4 - t vY KSads, kthcrnc:, ?tgtire ioonarsll, LOILM, (oAtaonall TO OTHERS OUTSIDE RECIPIENTS i UFn. analPl ORGANIZATION, EXCEPT IN Autornat+c H.2p d shutdoyn uAnn SL rorni Uistonnen _0 0 t1 I CONNECTION WITH THE SALE AND t_ N — UL 1111, UL,+ j�rJ. LS.. t ' .:, Canadian AFC! n*cordmF to t.l.i.. ?�1+9 k USE OF THE RESPECTIVE LO • Y,I cc G Ikkk IW t, PAL 11", Rule 11 (HI) EQUIPMENT, WITHOUT THE WRITTEN 24 +L. Far i5 U3a 1 e PERMISSION OF DBM SOLAR DESIGN is 21 1: �).1 •1' Carder ! := AkVU AND CONSULTING COMPANY, LLC res C_tS•1• Con Cur. li•s s7nnsJ 14•bA:S-v LLI U) (~7 U) LO Sti'_�l 55UJ ASU L3Uii 11}.9JL d": �ilU b'dC A B0 • - ��._ - ace .v.1' 10 4 a Act: kC5 ei71�: srRitl.tty d4 - t vY KSads, kthcrnc:, ?tgtire ioonarsll, LOILM, (oAtaonall M UFn. analPl Z Ch O Autornat+c H.2p d shutdoyn uAnn SL rorni Uistonnen _0 0 t1 I t_ N — UL 1111, UL,+ j�rJ. LS.. t ' .:, Canadian AFC! n*cordmF to t.l.i.. ?�1+9 k O (n cc G Ikkk IW t, PAL 11", Rule 11 (HI) +L. Far i5 U3a 1 e 00 0-0 M W �).1 •1' Carder ! := AkVU - _Z 0 U C_tS•1• Con Cur. li•s s7nnsJ 14•bA:S-v LLI U) (~7 U) LO L0 V 00 2S dLu NxuraI Conacmon -39 to+7-1?� "s �o rf�f"tt x1�F1 •L aC-onY`� �`%�L _ dE'WQ 3N (In rrter ♦rh pair r switchl ' i• t DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED RV: J. Fairchild r DATE: 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME' INVERTER SPEC SHEETS PAGE#REVISION: SPECS 0 OPTIMIZER SPECSHEET solare e :. SolarEdge Power Optimizer Module Add -On For North America P300 / P320 / P370 / P400 ti P405 PV power optimization at the module -level — Up to 2S% more energy — Superior efficiency (99.546) - Mitigates all types of module mismatch losses, froin, manufacturing tolerance to pat tial shading — Flexible systemt, design for maltimuni space utili2anon — Fast nistallanan with a single boll — Next generation mawtenance with module -level monitoring — Module -level voltage shutdown for installfi and firefighter safety STELLAR 4020 Youngfield St., Wheat Ridge, CO 80033 solar =ee SolarEdge Polder Optimizer P (30 WWW.ENERGY-CONTRACTRACTORS.COM Module Add -On for North America CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE P300 ! P320 `P337C8 / P400/ P405 USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY P370 CONTRACTORS NOR SHALL IT BE P300 P320 P400 P405 DISCLOSED IN WHOLE OR IN PART !or 60-celt mod -R ltor hr h- awxr P r-poAvr (far highefor n2 B: 3G -cell Ilrr thin TO OTHERS OUTSIDE RECIPIENTS ides{ 6iF•t:x1t modulrs) 6O and ]2 -cell nm9ules) nrxiulxst % ORGANIZATION, EXCEPT IN modules) CONNECTION WITH THE SALE AND INPUT USE OF THE RESPECTIVE Ratr:51npu3 DC P<JK'Bf'_;t 300 3 :C 3?0 :00 4n5 �J.' EQUIPMENT, WITHOUT THE WRITTEN l+huluta 1.9ari•*'lucr lr+yut'vuttagc PERMISSION OF DBM SOLAR DESIGN I,VULdt lowest [enttadblr(•I lh 60 K i25 Vdt AND CONSULTING COMPANY, LLC rvvr oue,aring fi; •ae 'N 8-W 3 6O :.5 -IDS ,di drlaxin^un': Shari Cirtuil Cur. er'-i IIR1 .0 I i0.i ALIL NI-irnum DC Input Curren? MtaAiururtr Etf^Ciency 95.5 4E 4Veighted Ethoen(v 58.5 % Ore- uut".aue C AeRu', It OUTPUT DURING OPERATION IPOWER OPTIMIZER CONNECTED TO OPERATING SOLAREDGE INVERTERI retd•.ir�•--u,;• C1u[�u". Cubeb: is Mlaxin' un•: DUt9U! Yulta�ge 60 95 OUTPUT DURING STANDBY JPOWEROPTIMIZER DISCONNECTED FROM SOLAREOGE INVERTER OR SOLAREDGE INVERTER OFF) 5a17e!y Output Voltage vrr Pn;� STANDARD COMPLIANCE -E - t.^C FCC P o' S Clan 3. IEC61000-6-7, IECc1000-6-3 5dfe^,- IEC62109-2 ldas5 A safely), UL1741 - MOMS INSTALLATION SPECIFICATIONS Ma[ity'um, ArlilY.ed S,.l:.-t valt.!ge 1000 . - . C7 cu'Hph!`ble imet'.e All SolarEdge Srr igit, Phase end Tlliee Phew itY: e:trf: Z Q GL Hi . .r . . i29 7:8 153e'S S 5.9 128, p S sol 1.37 5r597 1.96 F L N ''+eight lin(IutsT%ft (dbles) 630! 2.4 SA l .--.? I E.35 f 1.9 E;R f !'.• QQ Q %iCu f U) e U 1°; fut Cut I"Lulr rocs Cv"IPdtfule It+adtlb'- l•riphenul AH4 0� M 2 Double Inwtated; O -0 � LLI Outpat SViIr T•Fl,._ f Curb+BClor Double Irrsula[eu; P.@CA Cun+lxa9 blr %tC 7 f Crautde h�su'aled; t+"C4 Cornpa"dale LL (1) "2 1— A,ripht nul AH4 Z 0 } Y Outp..;a'.Vi;e Lrrigli'- 0.95! 3.0 i 2 f 3 oc• 1 C L1.1 uj C 7 In OD-nyTemperature Rarvr_a 3G - +�5 f -1D- r1 5 Y j'= l- L0 Plc,eL:'.,J Ralirt¢ 1P681!"Ef`.R60C'qC 0 DO Rrlc tt ve Hum idir, D - DD _ �_ftva ITC Ru.t.':• t"t tw. -wfuk. 'stPaut. u+-r+'.c •s!G amvtuk rere. eisaw. PV SYSTEM DESIGN USING SINGLE PHASE Roe A SOLAR€DGE INVERTER"" SINGLE PHASE THREE PHASE 2MV HD -WAVE THREE PHASE MV 'Ammruiv 5tr;ngLengih 4:1uwer OPtimizer5) 5 • t.43n6-:urn String; Ltetq!!'• ruv­opmDBM DESIGN MAM4-lion POIA'elpE•I 5lr r+�. 5700 [MCC v. its'' 1:50 61300 ?:75r_ .. SE?6DOM-USI ?arallel Srilrig: of Ditlerert! Lengths DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM �>r :r.4krafl e' K5 +nufrntr r.lvrt ca;Ilu rx"} .at'-urtthitdY'I.u111}i1.5j'.1-i.q-v.•rjyn..pal WWW.DBMSOLAR.COM ru -:.P44PIC5S v,rt/. . I DESIGNED BY: J. Fairchild DATE: 12/19/2017 PROJECT 2017 -STELLAR SHEET NAME'. INVERTER SPEC SHEET PAGE #REVISION'. SPECS 0 IRONRIDGE RACKING SPECSHEET Flush Mount System IronRidge builds the stronge t mounting system for pitched roofs in solar. Every component has been tested to the limit and proven in extreme environments. Cour rigorous approach has led to unique structural features:, such as curved rails and reinforced flashings, and is .also why our products are fully certified, code compliant and backed by a 20 -year warranty. Strength Tested All components evaluated for superior structural performance. Class A Fre. Rating Certified to rnaintwn ttte fire resistance rating of the existing roof. UL 2703 Listed System Entire system and component- meet newest effective UL 2703 standard. PE Certified Pre -stamped engineering letters available in most states. Design Assistant Online sciftware makes it simple to create, share, and price projects. 20 -Year Warranty Twice the protection offered by competitors. )t10 Flail A low -profile mounting rayl for regon3 with light snowy. spanning caparbility • Moderate load capability • Clear & black anod. finial UFOs UnNersa>l Fastening Obje-we bond madule3 to rails. • Fully assembled & kibed • Single, universal size Clear & black finish FfashFoot2 Flash and mount XR Raiis with superior waterproofing - Twist -on Cap eases install • Wind -driven rain tested • MiM & black finish XR100 Rail XR10W Rail The ultlriniate reeidonfial solar mounting rail. . t3' spanning capdhlrry ' Heavy load capability • Clear & black anod, finish Scrap onto •tins UFO to tum into a bonded end ckunp- • Bonds modules to rails 6 different sizes Clear & blabs anod. finish Slotted L -Feet Drop-in design for rapid rail attachment. • Secure rail confections - Slot for vertical adjusting ' dear & black anod. finish Design Assistant Go from tough layout to fully engineered system. For free. 1 A heavyweight mounting rail for commercial projects. 12' $panning capability • Extreme load capability Clear anodized finish Grounding Lugs Connect arrays to equipment ground. • Lowy profile Single tool installation • thounta in any direction Bonding Hardware Bond and attach XR Pails to certified attachments. • T & Square Bolt opbom • Nut uses 7.116" socket • Aasembled 8 tubricated Bonded Splices AN rails Las irdetnal splices for seamless connections. Self-drillirg slcrews Varying versions for mile FDm-e severe bonding fwl croinvetter Fits MOUnt MIs or POs to XR Rails. ' Bonds 0190093 to rails ' Kit comes assembled Listed io UL 2703 Flush Standoffs Raise Flush Mount Symem to various heights. lMork3 with vent flashing . 4' mid 7- kxxj s Ships assembled --w- NABCEP certified Training 1 Earn free continuing education credits, while learning more about our systems. STELLAR Wheat Ridge, CO 80033 P:(303) 729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z O I- 2 rY � O m Z 0 W N c m U) IY M M O O 00 O s U M M co N � W N rn W H�: C/)Y } to U 00 6 C6 DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BV'. J. Fairchild DATE: 12/19/2017 PROJECTp 2017 -STELLAR SHEET NAME: RACKING SPEC SHEETS J PAGE X REVISION; SPECS 0 r- RACKING SPECSHEET xR Rail Family The XR Rail Family offers the strength of a curved rail in three targeted sizes. Each size supports specific design loads, while minimizing material costs. Depending on your location, there is an XR Rail to match. r XR10 XR 10 is a sleek, low-profire mounting rail, designed for regions with tight or no snow. It s, achieves 6 foot spanwhile remainig light and economical 6' spanning capability Liloderate bad capability Clear anodized finish Internal splices available Rail Selection XR 100 XR 100 is the ultimate residential mounding rail. h supports a range al wind and snow conditions, while also maximizing spans up to 8 feet. • 8'spanningcapability Heavy bad capability Clear 8 black anodized finish Internal splices available XR1000 XR 1000 is a heavyweight among solar mounting rails. It's built to handle extreme climates and spans 12 feet or more for commercial applications. 12' spanning capabiily Extreme load capability Clear anodized finish Internal spies available Rens, Debra Hi`0NLL?'-tUr '1- Grounding Diagram IRONRIDGE The following table was prepared in compliance with applicable engineering codes and standards. Values are based on the following criteria: ASCE 7-10, Roof Zane 1, Exposure B, Roof Slope of 7 to 27 degrees and Mean Building Height of 30 ft. Visit IronRidge.com for detailed span tables and certifications. -�l UFO Clarnp • Grounding Lug 100 120 None 140 XR10 XR100 XR1000 160 100 120 10-20 140 160 100 30 160 100 40 160 50-70 160 80-90 160 —=0 Fault Current Ground Fath I Min 10.AWG Copper Wire * Bonded Splice (Rail Connection) " Grounding Lugs and Wire are nor required in sys€ens using Enphase mitrrimerters. Last updated byjustin Fairchild on 2017.12.19 13:16:31 •0800 Page 6 of 7 "TELLAR Wheat Ridge, CO 80033 P:(303) 729-4354 W W W. EN E RGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY. LLC Z co M O Q � o0 W N 2 t U U) ca O � 00 ch tT W LL N Z W W to MCO L � U) of in c U CIR Doo DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY: J. Fairchild DATE. 12/19/2017 PROJECT 2017 -STELLAR SHEET NAME: RACKING SPEC SHEETS PAGE k REVISION: _ SPECS 0 Rens, Debra P`-LHLLI Rrji_y� Side View (Portrait) Front View (Portrait) RACKING SPECSHEET NRONRIDGE Rens, Debra 'a'i' �1 9LU k_if 1 Splice Detail IN't KNAL SPLILI, %ILA :AC INC SLU! XR100 Clamp Detail Splice Connection IRONRIDGE SE u- UfdivINC SCFk W "MIL N CE NN'AL. SPU: L. vvMULILILI W I, N,th.,At =INNLKSAL __ __ FA:s'kNIN:, F"Y trt�Ul�.t ( .. .. •-. _— "�It- Mid Clairlp, P'4an Mid Clenip. Frtru End Clamp, Platt FlashFoot2 Detail Nam 1 hs mages dsplayed in this report are meant to represent one vwtlon of tihe array. Tho r e of a break Ina Irdlsates tnat the array may ccMirue cn beyond ttat pare. Last updated by Justin Fairchild on 2017.12.19 13:16:31 -0800 Page 4 of 7 Last updated byjustin Fairchild on 2017-12.1913:16:31 -0800 Page 5 of 7 �TELIAR Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z co 0 O _-_ ,y MODUL E W N 9-z U) O a Co cY) C;) W ----?AJL '� t f x'11 ---- LO it cli 1.0,` U) U Cq C/) Of �� coo __ _C0F NEMERANE — 3UI.CINIi 5T?UCTUFi {` �- Ptr;Pef tive view Plait Views Frort View SideView Nam 1 hs mages dsplayed in this report are meant to represent one vwtlon of tihe array. Tho r e of a break Ina Irdlsates tnat the array may ccMirue cn beyond ttat pare. Last updated by Justin Fairchild on 2017.12.19 13:16:31 -0800 Page 4 of 7 Last updated byjustin Fairchild on 2017-12.1913:16:31 -0800 Page 5 of 7 �TELIAR Wheat Ridge, CO 80033 P:(303)729-4354 W W W. EN ERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z co 0 O o ^ 00 00 W N U) O a Co cY) C;) W LL m Z '� H U y LO W U) F— ED cli 1.0,` U) U Cq C/) Of �� coo DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED BY. J. Fairchild DATE'. 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME: RACKING SPEC SHEETS PAGE # REVISION: SPECS 0 RACKING SPECSHEET lionRidge March l4, 2016 Mr. David F. Taggart Page 20 or 20 sm_ 1rultl�idge XRt00 Rail, Roof Flush Mounting System - Structural �`tniil+�sis Starling Mc:lc�i�c�r� Lc�f�ui�t, Inc. 5224 South 39-' Street, Phoenix, Arizunu 85040 141: (602) 438-2500 fax: (602) 43B-2505 ROC#291316 www.soNerag-ttym 1ronRidge 1495 Zephyr Ave lav %%ard, CA 94544 Attn: Mr. David F. Ta&part, Vice President Products Suhlect: lronRidge XR 100 Rail, Roof Flush Mounting S}'Stdttl —Structural Ana!% sis Clear Sir: March 14, 2016 Patine I of 10 We have analyzed the IronRidge XR100 Rail fat the subject solar module suppoii system and determined that, for the cortti,guratiow; and criteria de_.wribed below, it is iii compliance with the applicable sections ofthe folio -wing Reference IX-wurnents: Codes: ASCL:/SE 1 7-10 Min. Design Loads tier Buildings & Other Structures International Building Code 2015 Edition International residential Code 2015 Edition Other: AC42S, Accelxanee Criteria for Modular Framing Systems Used to Suplxm PV Modules, datevi Eflctiw No%ember 1.2012 bt ICC -ES Aluminum Ck-sipn Manual, 2015 Edition -rhe IronRid;,e XR100 Rail is art extruded aluininum section tv,th an overall depth of -2.439 in_ and a net area of 0.583 sq.tn. The rads are used w support sioiar modules, typicallt, on the roorof a building. 'gee Exhibit 0011— attached. T'h nicAule's are clamped to the rails b% the ironRidge Module Matunine Clamps as -limen in the attached Exhibit. The rails are attached to the I_ -Font aluminum angle brackets that are either attached directly to the roof fraining or attached to a stand that is screv%ed to the roof tramino- The rails are mounted across tie :slope %%ith a small Clearance (ilush mountinz) to the urtcterlving, toof'structure. The installed solar modules are at the sante slope as the underlying roof structure. .all toads are transter.red to the rooftraming t Tough rite angle br'acket_s% by simple bi-axial flexure of the rails. The rnaximuni sheen of the rails is governed by either the inid-spate fle.%Lural stresses or tlu deflection requirement that the rail not C{Hili' Into Contact with the taut'. The effect of seisirtic loads (kir all design Cateeprtes A -F) leave been determined to be less than the effect due to vvtnd keds in all load conditions and cornbinatiotts. Therelbre, the nlaxnnunt allowable spans for common Iced cases are shown in the tables belor%. Tables IA -9A are liar modules with a maximum long dimension of`67.5 inches and Tables 113-913 are its modules %vitt a maximum long dimension of 77.5 inches. Starting NtAdisna t-ofquist, tttc_ Cranfiutti" Srructural and Fotcariie E.ngincer+ L Motes - I'abulatled values are eased tan the following criteria: 1. Building meati roof height 30 it 2. Risk Category 1 3. Scalar maxirnttm module Loaf; dimension is 67.5 inche=s for Tables I A -91A and 78.5 inches for Tables 1,13-913, 4. Provide.' in- clear between roof and rail 5. End caaatilever %ran I(max) = 0.40 x maximum spats (L,,.) from above tables. Sce Figure A ti. No rail splices in cutler 2/1 of cnd spans. or the. middle 1.3 of interior spans based on the installed attachment ipacing (i. ,,tin . Scc Figurc ?i 7. Single simple spans j. Swans listed in the tables above may be multiplied by 1.09 for continuous rails of or ritore spares. R. Modulc Mounting Mid +L lanips shall not be installed lean than 20 inches from Roof Zonc 3 where wind speeds Are sharked with an " in 't-ables 313 and 613_ End Span Interior Span Erol 81xtn 0.4 L, J lJ3 L�,„ TYP etc A —__- L.,.,., = Maximum attachment spacing provided in the tables above for the project design criteria L,,,.,. =Actual installed attachment spacing Indicates region of the rail where splice treat' be installed Our analysis assures that the rail~, including the c=onnections and associated hardware, are installed in .a workmanlike manner in accordance wilts the "IrortRidgc Flush Mount Installation Manual- by IrOnRidg�e and generally accepted standards of construction practice. Additional information is available :it the: ironRidge web site. lionlLidge.corn. Verification of Pyr Mwlulc capacity to support the: loads ass aciated wilh the givten achy shall be the responsibiLily cif the Contritctor ear Owner and not ironRidce or Starling Madison Lvfquist, The adequacy of the supporting roof framing is to lac dmrrnined by others. Please feel frac to contact me at your convenience if you have any questions. �©r,*�l y��tp*�� �uav�t Respectfully yours, � ,°) � i 6 Tres Warner, F.I?. toy Design Division Manager Starling Madiscyn Lofgaist, Inc, C=onsulting Structural and Forensic Engineers 1'J Iiiiiii0pTELLAR 4020 Youngfeld St., Wheat Ridge, CO 80033 P:(303) 7294354 WWW. ENERGY-CONTRACTORS.COM CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT STELLER ENERGY CONTRACTORS NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC Z M M O o 00 iii N O .0 °0 c+0 rn w LL (D Z D o L H U) W in co 0 fn LO U-)C14U 3t (X0 0 00 �i 4W • J � • DBM DESIGN DBM SOLAR DESIGN AND CONSULTING COMPANY, LLC E: PROJECTS@DBMSOLAR.COM WWW.DBMSOLAR.COM DESIGNED By. J. Fairchild DATE 12/19/2017 PROJECT# 2017 -STELLAR SHEET NAME: RACKING SPEC SHEETS PAGE#REVISION: SPECS 0 /-J- � � � �� "Il.� 4 i CITY OF WHEAT RIDGE may, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPE Inspection Type: Permit Number: ❑ No one available for inspection: Time Re -Inspection required: Yes �P *When corrections have been made, call for re -inspection at 303-234-5933 Date: L111) -2Inspector: ��-�r_:� / 3 iw�— DO NOT REMOVE THIS NOTICE *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€rms 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201701665 PERMIT NO: 201701665 ISSUED: 06/07/2017 JOB ADDRESS: 12537 W 38th DR EXPIRES: 06/07/2018 JOB DESCRIPTION: Reroof with dimensional shingles - 40 squares *** CONTACTS *** OWNER (303)570-4076 RENS DEBRA S SUB (720)404-1647 Matteo Mazzullo 170258 Strong Contractors *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,280.00 FEES Total Valuation 0.00 y s Use Tax 215.88 Permit Fee 220.15 ** TOTAL ** 436.03 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€rms 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&#39;s technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201701665 201701665 ISSUED: 06/07/2017 12537 W 38th DR EXPIRES: 06/07/2018 Reroof with dimensional shingles - 40 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed nd that all work to be p`e fO' med is disclosed in this document and/or its' ac c mpany' g approved plans and specifications. r6ture of OWNER or CONTRACTOR (Circle one) Date I t This permit was issued based o 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 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. No work of an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 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. _ The issuance or grgr ' . pf a ertri be onstrued to be a permit for, or an approval of, any violation of any provision of any applicable code ojr* e or is 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. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. City of Pjgie COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitspcimheatridae.co.us rFOR OFFICE USE ONLY r pate: PhanlPermit # lu) � 0 l•�/yCl'1�.�'1 Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. .7 Property Address: -- 1 -Z ' 7 W 3 9 /A,'ir' tv 110 a �— /Z d, �7 Owner Property Owner ) t64ZAI.� E-�j Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor. S r Phone: KNERR-8 Q oe 33 0 40,16 Contractors City License #: Ci � 1:� Phone: i A Contractor E-mail Address: , 4 (' 44y -.f L� ; y e Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION PRESIDENTIAL ROOFING RESIDENTIAL ADDITION '❑'WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEMIAPPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects. please provide a doRailed 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.) Sq. FtJLF Gj V Amps Btu's Gal}dns Squares Z -t L) Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 t 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 1 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. CIRCLEOXE• (OWNER) (CONTRACTOR) pr (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: ZONING COMMMENTS. Reviewer BUILDING DEPARTMENT COMMENTS Reviewer. PUBLIC WORKS COMMENTS Reviewer. SIGNATURE: PROOF OF SUBMISSiON FORAMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION SPRINKLERED OCCUPANT LOAD 0 00 U Building Division Valuation: 3 } - - FINALS Electrical Pl umbing Mechani �� - - -- -- Roof Building Final Fire Department R.O.W & Draina INSPECTIONS FOR PLANNING & ZONING FIRE AND PUBUCEE WORD SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ---TEE Parking & Landscaping — -- IVUIL; HLL It •M5 Mw I tat COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS B CERTIFICATE OF OCCUPANCY. IS ISSUED. 'FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHOF OF A CERTI OF OCCUPANCY NOR P ERMISSION FOR OCCUPANCY. _ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISS PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE " f - t Building Inspection Division � // (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: / %5;9/- Job Address: 42 .5? 7 .,,, 3dr� i?R Permit Number: 4PF "37 ANkni1fCID ❑ No one available for inspection: Time i`� --70 AM M , Re- inspection required: Yes . When corrections have been made, call fofor rr re- inspection at 303 - 234 -5933 Date: ? I �a Inspecto i DO NOT REMOVE THIS NOTICE 3q ' ♦ 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: / IWL A F Job Address: /o?.T37 w ..3b'` / . Permit Number: F19 ��37 AriA iG�g 77 ❑ No one available for inspection: Time L/ ( IPM Re- Inspection required: Ye No "When corrections have been made, call for re- inspection at 303- 234 -5933 Date: 2 SID q Inspecto DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: n i Y ! ( D, Job Address: x-5,17 '5<( ! Y- NZ Permit Number- 0q ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for r -ins ctio at 303-234-5993 Date: J- 7 Inspector: f DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 093337 PERMIT NO: 093337' `ISSUED: 10/14/2009 JOB ADDRESS: 12537 W 38TH 'DR `EXPIRES: 04/12/2010 DESCRIPTION.: T/o: Install 44 sgs,of GAF/elk30 yr :shingles.`. ***:CONTACTS owner 303/421-3392 JoAnn Garin. gc 303/548-5000 02-1001 Roof Corp. PARCEL INFO ZONE CODE: UA `USE: UA SUBDIVISION 0120 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT, VALUATION: 7,920.00 FEES Permit Fee 199.30 Total Valuation .00 I..,_, Use .:Tax 142.56 TOTAL 341.86 Conditions: - 6 nail installation& mid-roof inspection required. Board :sheathing spaced more thana 1/2 of an inch apart 'requires plywood overlay on entire roof. Ice and water shield required from'eave edge to 21inside exterior walls. ***Contractor/Property owner shall provide :.ladder(s) secured in place for'. inpsections. Subject to field inspection. 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 Iassume full. responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable wheat Ridge Ordinances, for work under this permit. Plans. subject to 'field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth: in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other applicable ordinances ofthe City.; 2. This permit shall expire. 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official`. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made. in the original plans and specifications and any suspension or abandonment. has not exceeded one (1) year. If changes have been or if suspension or abandonment. exceeds one (1) year, full fees. shall be. paid for al new permit. 3. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify.. the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on i pection card before proceeding with successive phases of the job. S. Thee. issuance e `or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval iolation of the provisions of the building codes or any (other ordinance, law,z rule or regulation. All, plan revi ubject to field inspections. signature of Chief Building :Official date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE:; (303)235-2855.. REQUESTS MUST BE MADE BY 3.PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. City of Date: ' Wheat i le MMUNITY DEVELOPMENT Permit#: Property Address: Property Owner (plee Building Division 7500 W. 29P Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Facsimile Building Permit Application Mailing Address: (if different than property address) Address Q a City, State, Zip: Contractor: 90-4- COW 0+ 1 ~ef r 0 Peo U-e K ll Contractor License r - l Qb 1 Phone: 3D3 q~¢ ` d--gc4 L Sub Contractors: Company Name: License Expiration Date TradelProfession: Approval: Use of s ace (description): r Desc p k• r CI f Ve, "VQot rra• e a(Io~O" C ~ Plan Review (due at time of submiKaQ: 5 J Sq. Ft./L.Ft added: Squares VITLI's Gallons Amps OWNERICONTRACTOR 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 shovm, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and ail other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) ~ PRINT NAME: /7Q 41 /'CC tKC r5 SIGNATURE: 111r~`x~ Date: I ZONING COMMENTS: Zoning: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY BUILDING DEPARTMENT COMMENTS: OCCUPANCY: _ Reviewer. FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: S Credit Card Pay ent: Use credit card listed on file. Date: Print name: h /~R rILoS Signature: -v~rs ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: d . ,~,~G Job Address: /;?S-37 . ..vr me, Permit Number: e70057, ,;l~Zel~r7 ❑ No one available for inspection: Time? 30 AM/PM Re-Inspection required: Yes 60P 'When corrections have been made, call for re'-inspection at 303-234-5933 Date: 4Z25; Inspector: DO NOT REMOVE THIS NOTICE v City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933 Building Permit Application Date: l(~~oq Plan Permit Property Address: 1~~3 7 gS-- 3`00-1 V' f )f 1V-0 Property Owner (please print): Jo ,nln its ( halm Phone:,;?j( Mailing Address: (if different than property address) Address: State, Zip: Contractor: iv llon~,nn n ~wr~t/f Contractor License#: Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Construction Value: $ -9.0/5V Use space (description): Description of work: (as calculated per the Building Valuation Data sheet) ~ 0D i)1r P u if&Yf/P*X 0 ~p tf V lG~ VvUA y7Ga Plan Review (due at time of submittal): $ C~YG11{' 12C~Sa-DYGG~Ybvl J" SUCt ~ ~It- Sq. Ft./L. t added: Squares BTU's Gallons Amps Sq. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE::/ ~(OW~NER) (C TRACTO~ PERSONAL REPRESENTATIVE of (OWN_ERt, (CONTRATOR) PRINT NAME: (VPy G6. SIGNATURE: 51 t ~~'A Date: Y4W DEPARTMENT USE ONLY ZONING COMMENTS: Zoning:' - Reviewer: PUBLIC WORKS COMMENTS: Reviewer BUILDING DEPARTMENT COMMENTS OCCUPANCY:. Reviewer FIRE. DEPARTMENT:: ❑ approved w/ comments ❑ disapproved no review required Bldg Valuation: $ 7F6iARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-1366 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :7/10/95 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner Property Address Contractor License No. GARIN THOMAS D 12537 38TH DR 17795 Company : Pertormance Roofing, L.L.C. Phone : 421-3392 Phone : 940 6453 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit ap lication are accurate, and do not violate applicable ordinances, rules or r ulations of the Ci Wheat Ridge or covenants, easements or restrictions of record; that all e surements sh , and allegations made are accurate; that I have read and agree to ab' e all conditi printed on tInis application, and that I assume full responsibility for complianc w' the~Vhe idge Buildin ode (U.B.C.) and all other applicable Wheat Ridge ordinanc or work un r this peTmit. (OWNER)(CONTRACTOR) Description : REROOF Use Tax Total $5,032.00 $81.00 $0.00 $75.48 $156.48 BUILDING DEPARTMENT USE ONLY Approval: Zoning : E~ Approval: MI~,e~,' Approval: Occupancy : Walls : Roof: Stories : Residentiai Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ . ...w.. , , , . ' . . .,...,...,...,....,.n;.:.e . ...,a < ~ ~ ,.,>~>~r,>.,...s..,. ih:.x....~..< ~.a.a.......:..:.s:.iF..c (1) This pertnit was issued in accordance vrilh the provisions set forth in yopur applicatian and is subject ta the laws o( the State of Colorado and to the Zoning RegWatians and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the CRy. (2) This permit shall expire if (A) the wnrk author¢ed is not commenced within sizty (60) days Gom issue date or (B) the huilding authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permN may he acquired for a fee of one-halfthe amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension ar abandonment has not exceeded one (1) year. If changes are made or if suspension or ahandonment exceeds one (1) year, full Tees shall be paid for a new permit. (4) No work ofany manner shall 6e done that will change the nafural flowaf water causing a drainage pro6lem. (5) Conirecfor shall notify the Building Inspectoriwenty-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before procy~ ediing with successive phases ofthe job. (6) TI}f~suance pf a permit orthe approval otdrawings and specifcalions shall not be construed to be a permit for, nar an approval of, any violation ofthe Afovj~ions of~~fe building codes or any other ordinance, law, rule or regulation. Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value Permit Fee Plan Review Fee NM G':PARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : p ~jP~W Property Address a~ 7 W L7~' Phone : yz/ -~35'Z Contractor License No. Company _01~)F/l/F5 Z. ~ C' Phone : (~ZI 1~53 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value :1;5773Zxn I hereby certify that the setback distances proposed by this permit application are accurate, P@fmit F2e : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record, that all m~asurements shP wn, and allegations ~made are accurate; that I have read and a6 r to abide b all con ns ri ed on this Use Tax : T application, and that I assume full respon " for complian I. h the W at Ridge Building Code (U.B.C.) and all other applicable t Ridge ordina s, for wor nder this pe mit. (OWNER)(CONTR4CTOR) SIGNE DATE Total Description : ~ ~'G j BUILDING DEPARTMENT USE ONLY Approval: Zoning : Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: ~ ~F~~€R'~~iuie ~ ~ i►s,Re~ t~ fCd : .:~1 ~f'.~~_ ►~~~'s;~a~'~ (1) This permil was issued in accordance with the provisions set torth in yopur application and is subject to the laws of the Siate of Colorado and to the Zoning Regulations antl Building Code of Wheat Ritlge, Coloratlo or any other applicable ortlinances of ihe City. (2) This permit shall eacpire if (A) the work auihonzetl is not commenced within sixry (60) days from issue date or (B) the building authonzed is suspended or abandoned tor a period of 720 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty required, provitletl no changes have been orwill be matle in the original plans and specifications and any suspension or abandonment has not ezceedetl one (7) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) Nb work of any manner shall be done thatwill change the naturel flow of water causing a tlrainage problem. (5) Contracror shall notify the Buiiding Inspector lwenry-four (24) hours in advance for all inspections and shall receive written approval on inspec[ion card before proceediing with successive phases of ihe job. (fi) The issuance of a permi[ or the approval of drawin9s and speci(ca[ions shall not be constmed to be a pertni[ tor, nor an approval of, any viola6on of the provisions of the building codes or any other ortlinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION