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Home My WebLink About4355 Fenton StreetCity of Wheat Ridge V, ]��r Residential Roofing PERMIT - 201704243 PERMIT NO: 201704243 ISSUED: 07/17/2017 JOB ADDRESS: 4355 Fenton ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline II asphalt shingles - 29 sq *** CONTACTS *** OWNER (303)921-7391 BACA MICHAEL A SR SUB (303)797-8600 Kevin Trizna 170246 M4 Roofing & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT*: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,453.00 FEES Total Valuation 0.00 Use Tax 156.51 Permit Fee 172.60 ** TOTAL ** 329.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. -7 clo q�3 I NSP t'OTI N te INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/Inspection INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** F Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Z Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 9 i CITY'OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE UDct- 1::-, nn I Job Address: (4 3 ss Fe h -L, n S Permit Number: o i-7 0 t-+ 3 Or, Iu _,� UPn�5 "nS�,__ )1 ed 'P. 9 Cl s!z - M c ,Y o, e r -e q L, d N)c o ""g,,)e, / , CL C'n C- J ❑ No one available for inspection: Time Re -Inspection required: (9 No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ ° /if? / 7 Inspector: --r-i's DO NOT REMOVE THIS NOTICE r CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECT ION NOTICE Inspection Type: _ Job Address: `� �r S FPY,401., S Permit Number: Y3 ❑ No one available for inspection: Time !'? 1J A /PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 tr Date: ��'jt�) f/ / /r Inspector: ('` L DO NOT REMOVE THIS NOTICE } i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t"- jt Job Address: y � S 57 Permit Number: 7,4 r,!, -Z Lf ❑ No one avails a or inspection Time 5 AM/PM ?e -Inspection required /Yes Noen corrections have been riaade, call f re -inspection at 303-234-5933 Date: Inspector: kl� DO NOT REMOVE THIS NOTICE 16 � � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax C INSPECTION NOTICE i :f Inspection Type: ;/v 11 Job Address:'�� Permit Number: -2 61 zGkf,' 1-41 Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: i Inspector: ffA- DO NOT REMOVE THIS NOTICE 41 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 p V—(,)r Job Address: t -j Permit Number: I ❑ No one available for inspection: Time -' i.��l r Re -Inspection required: `Y� es, No When corrections have been made, call for re -inspection at 303-234-5933 Date: �i&7�Inspector: if ` DO NOT REMOVE THIS NOTICE k ' r City of Wheat Ridge Residential Roofing PERMIT - 201704243 PERMIT NO: 201704243 ISSUED: 07/17/2017 JOB ADDRESS: 4355 Fenton ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline II asphalt shingles - 29 sq *** CONTACTS *** OWNER (303)921-7391 BACA MICHAEL A SR SUB (303)797-8600 Kevin Trizna 170246 M4 Roofing & Gutters *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,453.00 FEES Total Valuation 0.00 Use Tax 156.51 Permit Fee 172.60 ** TOTAL ** 329.11 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. I* s to 41 City of Wheat Ridge dr, Residential Roofing PERMIT - 201704243 PERMIT NO: 201704243 ISSUED: 07/17/2017 JOB ADDRESS: 4355 Fenton ST EXPIRES: 07/17/2018 JOB DESCRIPTION: Residential Re -roof to install GAF Timberline II asphalt shingles - 29 sq 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 leggally authorized to include all entities named within this document as parties to the work to be performed all work tol l,p rf0 d is disclosed in this document and/or its' accompanying approved plans and specifications. i�71 _,_ - '1 1 U -71 k-% I k--) Signature of OWNER CONTRACT Circle one) Date I. This permit was issued base on e m ormation 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ' applicable code or any or anncte�orrrre� of t 'sj isdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 2oi7cZ�3 From: no-reply@ci.wheatridge.co.us Sent: Friday, July 7, 2017 2:31 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 4355 Fenton St Mike Baca 303-921-7391 Field not completed. Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name M4 Roofing & Gutters Contractor's License 170246 Number (for the City of Wheat Ridge) Contractor Phone 3037978600 Number Contractor Email Address laura@m4roofing.com Retype Contractor Email laura@m4roofing.com Address DESCRIPTION OF WORK Are you re-decking the No / roof? Description of Roofing GAF Timberline HD Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 29 material selected above? Does any portion of the / No / property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 29 roofing material for this proj ect Provide additional detail Tear off and reroof - 3/12 here on the description of 0) work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Kevin Trizna Email not displaying correctly? View it in your browser. 3 U Tear Off /'1 ! 3 layers of existing shingles) Wood shake tear off ❑ Install / 30 felt paper i Synthetic ur derlayment ❑ Install ertainteed G�,,;•/ T amka ! Malarkey / Owens Corning ❑ Shingle: t t"vr_ � - ❑ Shingle Color;Sit A , F',^,F £. Install decking (7/16" OSS) Install Ice and Water shield &nstall new step flashing: Color: Black t G t Brown / Mill Install new drip edge on rakes Color: �rq / White / Other: Install new drip edge on eaves Color:w / White/Other: Install new roof vents Paint roof vents and stacks to blend with shingle color Nail & seal new pipe flashing and vents Clean up & remove debris r� Magnetize yard for nails i dean gutters Provide local building permit Manufacturer's warranty based on whirls shings'e is installed Provide a 60 -month installation warranty. (Not valid until account is paid in full) M Approximate Dates of Service I Gutters: Gutter size: (35" ❑6" ❑Replace AI❑Other Total Gutter Length: LF otal Downspout Length: LF Downspouts: ❑ 2"x3"❑ 3"x4" ❑ Replace A100th Speciallnstructl' GAF Warran SYSTEMS PLUS See addendum The approximate costs of the services based or, damages known at the time this contract is entered is --t - sVe--V-4-;1M M M4 Contracting, LLC, however, will perform the scope of work approved by the insurance company for the amount of the i uranc approved proceeds, with no additional cost to yoi except for your deductible. The final scope and price agreed on between th insurance company and M4 Contracting, LLC shall become the final contract price for the insurance approved scope. You will b responsible to pay for any upgrades or addit;onal work authorized by you that the insurance company determines is not covered withi the scope of coverage provided by your insurance policy. Supplemental claims billed by M4 Contracting, LLC that are approved by th insurance company for additional v✓crk or increases in cost become a part of this contract. When the insurance company and M4 Contracting, LLC agree upon a price, that amount will be the final contract amount and M ,Contracting, LLC will install the roof. M,4 Contracting, LL will receive all insurance proceeds for the work completed by M4 Contracting, LL( jIf the insurance company does not approve the roof replacement, then this contract is null and void. M4 Contracting, LLC shall hold in trus any payment from the property owner until the roofing materials have been delivered to the jobsite or has performed a majority of th roofing work. t"d`e rrs�y �v�thG"aw tris prdp+^:sal if no# accei3#etY wain #0 Acceptance of Proposal - 4 Contractsnci, LLC is authorized to do the work as specified in the TERMS above. av QwnerfAu#horixed AQena 1 have read and understand the terms and conditions listed on the back side of this page. Homeowner Initials: Date 7,& -i -ti. Date Contracting, LLC 4719 S. Santa Fe Cir. Unit 2 BWWB Englewood, CO 80110 Phone: 303-797-8500 MEMBER Fax: 303-797-8601 Owner Nil t- 4 111-' V> , " :t Date j Address Email J IS !4 +? [ i Y\ `i i. M id jt �ilp y�,t -e v,- Ve. �-- , � ~ t~ �.� City, Stag Zip Flome Phone Jab Location Ceil Phone `- ` -7 27q i U Tear Off /'1 ! 3 layers of existing shingles) Wood shake tear off ❑ Install / 30 felt paper i Synthetic ur derlayment ❑ Install ertainteed G�,,;•/ T amka ! Malarkey / Owens Corning ❑ Shingle: t t"vr_ � - ❑ Shingle Color;Sit A , F',^,F £. Install decking (7/16" OSS) Install Ice and Water shield &nstall new step flashing: Color: Black t G t Brown / Mill Install new drip edge on rakes Color: �rq / White / Other: Install new drip edge on eaves Color:w / White/Other: Install new roof vents Paint roof vents and stacks to blend with shingle color Nail & seal new pipe flashing and vents Clean up & remove debris r� Magnetize yard for nails i dean gutters Provide local building permit Manufacturer's warranty based on whirls shings'e is installed Provide a 60 -month installation warranty. (Not valid until account is paid in full) M Approximate Dates of Service I Gutters: Gutter size: (35" ❑6" ❑Replace AI❑Other Total Gutter Length: LF otal Downspout Length: LF Downspouts: ❑ 2"x3"❑ 3"x4" ❑ Replace A100th Speciallnstructl' GAF Warran SYSTEMS PLUS See addendum The approximate costs of the services based or, damages known at the time this contract is entered is --t - sVe--V-4-;1M M M4 Contracting, LLC, however, will perform the scope of work approved by the insurance company for the amount of the i uranc approved proceeds, with no additional cost to yoi except for your deductible. The final scope and price agreed on between th insurance company and M4 Contracting, LLC shall become the final contract price for the insurance approved scope. You will b responsible to pay for any upgrades or addit;onal work authorized by you that the insurance company determines is not covered withi the scope of coverage provided by your insurance policy. Supplemental claims billed by M4 Contracting, LLC that are approved by th insurance company for additional v✓crk or increases in cost become a part of this contract. When the insurance company and M4 Contracting, LLC agree upon a price, that amount will be the final contract amount and M ,Contracting, LLC will install the roof. M,4 Contracting, LL will receive all insurance proceeds for the work completed by M4 Contracting, LL( jIf the insurance company does not approve the roof replacement, then this contract is null and void. M4 Contracting, LLC shall hold in trus any payment from the property owner until the roofing materials have been delivered to the jobsite or has performed a majority of th roofing work. t"d`e rrs�y �v�thG"aw tris prdp+^:sal if no# accei3#etY wain #0 Acceptance of Proposal - 4 Contractsnci, LLC is authorized to do the work as specified in the TERMS above. av QwnerfAu#horixed AQena 1 have read and understand the terms and conditions listed on the back side of this page. Homeowner Initials: Date 7,& -i -ti. Date To: Page 2 of 2 2015-02-12 16:38:14 (GMT) 13034240495 From: Jesse Lanyon MMICIM MEMEMME= APPROVED �j Whe, it k"Ridge Buildmg Dept Date Sig,nied�. Plan checker The following-calculatiorLp wi;.g, ' 5�0w ' ) "- 2 ! F - .* . — ' a'rJ& located at 4355 Fenton Street, WheatRidge, CO 80212 R • 150 Sierfa (ollege Boulevord, Suite 150 # Roseville, CA 95661 # 916.961.3960 P * 91061.3965 * vmv.pzsecom am SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Ann.: Jesus Santiago, Re: Job 201401206: Baca — 8024018 - 4355 Fenton Street, WheatRidge, CO 80212 Subject: Certification Letter STRU(TURAL 1146INEERS EM A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced prqJ1ect, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and NIBS 2005 • Ground Snow Load = 30 psf • Roof Dead Load= 5.4 psf (NIP I) & 53 psf (MP2) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call. 8137 Sunset Avenue, Suite 120 * Fait 11 s, (A 95678 * 916,961,3960 * 916,961,3965 f - WWW.P1`S,.(OH MMIUM Attn.: Jesus Santiago STRUCTURAL C146INCERS S u bj e c t t Cz) !d I n p e c t 0 ri V'Vheat R�dge Buildaig Dept, r,)ate: Signed Phan Checker The following-ca �clio located at 4355 Fenton Street, WheatRidge, CO 80212 I M ft 8150 Sierra College Boulevard, Suite 150 # RoseWle, CA 95661 * 916.961.3960 P * 916.961.3965 * wwwpzse.com • SolarCity 3055 Clearxiew Way San Mateo, CA, 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Arm.: Jesus Santiago, Re: Job 201401206: Baca — 8024018 - 4355 Fenton Street, WheatRidge, CO 80212 Subject: Certification Letter LICE A jobsite observation of the condition of the existing framing system was performed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was deten that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and NDS 2005 • Ground Snow Load = 30 psf • Roof Dead Load= 5.4 psf (MP I) & 5.3 psf (MP2) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call. 8137 Sunset Avenue, Suite 120 * fair Ooks, (A 95 628 * 916,9613960 * 916,961,39651 - WWW.K , S11 0H Attn.: Jesus Santiago re: Job 201401206:Baca - 8024018 M 8150 Sierra College Boulevord, Suite 150 * Roseville, (A 95661 «g g m P * 916.961,3965 0 www.pzse.com 3s 66", p = Ground Snow Load = 30 psf pr = 01 C,, C t I p (ASCE7 - Eq 7-1) C, Exposure Factor 1 (ASCE7 - Table 7-2) C = Thermal Factor = 1 (ASCE7 - Table 7-3) 1= Importance Factor 1 p = Flat Roof Snow Load 214 psf ps = C8pf (ASCE7 - Eq 7-2) Cs = 2M Factor :t I p, Sloped Roof Snow Load 21.0 psf .... .. ... Ig ffi 'A ""k MONA, Composition Shingle MO Roof Rywood 1,60 2x6 Rafters @ 24"o.c. 1.15 Vaulted Ceiling UO (Ceiling Not Vaulted) Miscellaneous 035 Total Roof DL fMPI) 5.0 psf DL Adjusted to 21 Degree Slope 5.4 psf ,-ft, , " '' - " " Composition Shingle ZOO Roof Plywood IM 2x6 Rafters @ 24'o.c, 115 Vaulted Ceiling UO (Ceiling Not Vaulted) Miscellaneous 0.35 Total Roof OL (MP2) 5.0 p$f DL Adjusted to 18 Degree Slope 53 W « • r e 7 -05 Components and Cladding mph Gable/Hip 21 degrees 88 21 It 17.5 ft zone 1 zone 2 Zone 3 Positive GCp « 485 X1,45 -2.30 0.40 (Fig. -11) Uplift pressure = -15,72 psf 26.82 psf -42.54 psf 10.0 psf (Minimum) Standoff 4acing = 6.60 6.00 4.00 Standoff Spacing = 3.22 3.22 122 Tributary Area = 19.32 A32 .•304 lin Footing Uplift = I •518 Ib lb ,.:.: . . y tit . Maximum Design uplift = -548 Ib Standoff uplift Capacity = 700 Ib 706 lb capacity a 548 Ib demand therefore, Cf Fastener 1- 5116" dia Lag Dumber of Fasteners; = 1 Embedment Depth =.2.25 pullout Capacity Per Inch = 266 Ib Fastener Capacity = 858 lb / F.S, of 1,5 = 639 lb 639 Ib capacity > 548 Ib demand Therefore, C Framing Check (MPI) PASS Dead Load 5.4 pet PV Load 3.0 psf Snow Load 21,0 psf Total Load 29,4 pal ME 7,56 w = 59 if Member Span =,11' - 3' .80 :1 ORVI F#2 Hm Allowed Deflection (Total Load) U120 (E =14UUUUU 1,125 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) (5 / (384*E 0,728 in U186 > L/1 20 Therefore OK Allowed Deflection (Live Load) L/180 0,75 in Actual Deflection (Live Load) = (5'wmLA4) / (384 0,520 in U260 > L/I 80 Therefore OK W 875 x 1.15 x 13 x 1,15 Allowed Bending Stress = 1504.3 psi Allowed Shear = Fv * A = 11141b Max Shear (V) = w * L / 2 331 lb Allowed > Actual -- 293% Stressed -- Therefore, OK Framing Check (NIP2) PASS w = 59 plf Dead Load 53 last PV Load 3,0 psf 0 ' l . . . ...... Snow Load 21,0 psf e IMP R01"W Governing Load Combo DL + SL Member Span = 7'- 8" Total Load 29.3 psf 2x6 7,56 2 Fb (psi) fb x Cd X 875 x 1.15 x Allowed Bending Stress = 1504.3 psi SPF#2 @ 24"o.c. X war X 1,15 Anowea uettection (i otat Load) m U120 0,766 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) = (5'WL A 4) / (384 0.157 in U586 > U120 13b psi (INIWS I able Max Shear(V) =w* L/2 = 225 Ib Allowed > Actual -- 20.2% Stressed — Therefore, OK it 6.0 pf 9000 I 2.9 psf 660 Ib (6, -0" Wall Height) 6A psf 2560 lb 20460 I w . w z 1. 'SET Pt COMP MOUNT C ZEP FL w H EM tl t t� 456 0 R MICH A BACA SR R ESIDENCE c t sae a:at a s e �• 4355 FENTON ST 5 KW P A RR WHEAT Wil l II # 9aT 3 « • Mt jj * *LfSr77l�r TT Cg wgo GEC TO (N) GROUND ROD fonel numoer. NTH IRREVERSIBLE CRIMP Meter Number: 87221057 I lll Underground Service Entronce N"11311 am IRM I ki WITM W W I ?Z* 1 *.401 1 .1 N W.1 A. :I TnALtattor 1 Voc: 37.4 vpmox: 30.2 Isc AND Imo ARE SHOWN IN THE DC STRINGS IDENTIFIER EM String(s) Of 8 On MPI, MP String(s) Of 13 On MP1,1-P VoC* = MAX VOC AT MIN TEMP 1� (I ) Ground Rot 5/8' x 8% Copper :Q)tsco C qqqq insuloU Pieirc� Connector; Moin 4/0-4. Top 6-14 L= L W .ta "TIN MEAN� SHALL BE SUITABLE No A %...M NDAA 3R A C W_xL_5T9 %TSUee MA, #6-M0, Ringlew # t * C I QUWMLNI AN IL L%4� T�O�br, I�WA,112 - �I/OA SR, MICHAEL A BACA SR RESIDENCE I)AWG #6, TIM-Z Btoc* (I)AWG #6. INYM-2, Red (I)AWG #6, TIM- Wite NEUTRAL Vmp = 240 VAC Imp = 20,83AAC I ) AWG J6, Solid Bore Copper GEC, - (I)Conduit Kit; 4/4� DAT (I AWG #10, THWN-Z Mock (I)AWG 010. THYM-Z Red 14 (I)AWD #10, THO-2. White NEUTRAL VMP =240 VAC Imp 20.83 AAC -(I)AWG A THWN_2, Grow EGC/GEC -(l)Cpnduit Kit, 41e ENT 14 t AWC JI(L THWW-Z Mock (I)AWG 11% IHW4-Z Red (I)AWC 110, THM-2 ' Crw EGG (I)AWG 00,'TH*-�z 1*oO (I)AWG 110, THYS-Z Red VoC* = 5W VDC ISC = 15 ADC 4 Vmp = 350 VDC Imp = 9.35 ADC Vac* = 500 VDC Isc =15 ADC Vmp -:350 VDC Imp=5.75 ADC (2)AYJG 110, PV W, Mock Voc* = 500 VDC Isc = 15 ADC (1) Ai #10, Solid Sort Copper Et Vmp = 350 VDC Imp= 5 1 .75 ADC (2 )Ak 00, PV WRE, Block Voc* = 5OG VDC asp 15 ACC (1)AWG #10, Solid Bore Cop1w EGC VmP = 350 VDC Irnp= 9,35 ADC (1)AWG #I(L 1HYN-2, Green EGC, JB-8024018 00 SR, MICHAEL A BACA SR RESIDENCE 1 smm 4355 FENTON ST 5.355 KW PV ARRAY Comp Mount Tp! C WHEATRIDGE, CO 80212 li 21)_ CA NADJAN SOLAR # CS6P-255PX PAGE ME 3M Ciewview w0y REf DAIL 1 Son Matim CA 94402 SOLAREDGE #SEW5_OA A_J_&_ZR__AL_ 3034231886 THREE LINE DIAGRAM 6M-1028 P(650) 611-4029 PV 5 7014 (w)-'ix-'aw (76,5-2.) ww.,it�j F PHOTOVOLTAIC POWER SOURCE DC PHOTOVOLT:AIC DISCONNECT ].. Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: PHOTOVOLTAIC (AC) SYSTEM Label Location: (AC) (Pot) Per Code: NEC 690.17(4) (Pot) Per Code 3055 Cfeawew Way San Mateo CA 94402 ' F�(650) 638 - 1028 -1029 7 �(650) 638 Us SC CO XCEL Label Set wWaty (888)-SOL-Crry (765-2489) www.i # Ultra -low parts co,;!It - 3 parts for the mounting and grounding system Industry first comprehensive warrai,!v insurance by AM Best rated leading insurance conTpa,7ies in the world Industry leading plus only power tolerance: 0 —+5W Backward compatibility with all standard rooftop and ground mounting systems • I w $0% — ----------- 5 Is Is 20 25 - 25 year linear power output warranty EL screening to eliminate product defect aM Accredited Salt mist resistant 25 years worldwide coverage 100% warranty term coverage Providing third party bankruptcy rights Non-canceilable firnmediate coverage �nsured by 3 world top insurance companies • Black-framed Undo, Standard Tesf Conditions tSTC) of n,repance of I 000iftim', spectrum AM of 251" . .. ........ 'CS6P-235PX,CS6P-240PX'CS6P-245PXCS6P-250PX CS6P-255PX Nominal Maximum Pow m 170W r -CL ni�srsy?!LL,�LvM n� _q27 Cir 27 3 27 av 27 5d g 27 5V Optimum Operating Current (trop) 6,27A 6,38A 6 49A 6 60A 6 71A _6p_0 34 2V 34V l A C ircuit Voltage (Voc) 33 9V 3ZW 7 1965 I 7,29A Under Normal riparanng Con Tomouriature, sruidiance of 800 vivm, spectrum AM i.5, ambient ptuiturratum 20r, wired speed $ MIS Mechanical Data "I T yp e Po4y crystaffine 156 X 156mm, 2 or 3 busbars Arrangement Cellrangeent 60 (6 X 10) Dimensions 1638 x 982 x 40min (64 5 x 38,7 x I 57in) Front Cover 3,2mm Tempered grass F"atn lap Ancected aturrunium alley 1000mm — ------------ I—— M C4 C W C4 or Momporae Standard Packaging (Modules per Pallet) 24pes 672pes (40'HO) I-V Curves (CS6P-255PX) -Specifications included m this ropashool are Subject lo ChiparOiaRoMit part n0t1mr FTT.�� # Eh'q la, 7 cepy"ar, a 2012 C—d— $our Inc Prime -0,43%rc Temperature Coefficient F\;�c 45f2'C industry leading performance at low irradiation environment, +95,5% module efficiency from an irradiance of 1000w/rin'to 200whin' (AM 1 5, 25 `C) Canadian Solar was founded In Canada In 2001 and was successfully listed on NASDAQ Exchange (symbol: CSJQ) In November 2006, Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance, IFM SolarEdge Single Phase Inverters For North America SE300OA-US SE380DA-US / SE5006A-US / SE600OA-US SE760OA-US SE10000A-LJS / SE1 140OA-US A',JS"R.%j'A www,so�areoge,os ■ Single has Inverters for North America solar =## SE3000A,US ' ' SE3800A- US/ SE5000A. US i SE6000A-US,� SE7600A-US! SP US/ SE114GOA- US 9980 @ 208V NominaE AC Power outw 3000 3800 5000 6000 7600 11400 10000 @240V VA 5400 @ 208V 10800 @ 208V Max.. AS Power Output 3300 4150 5450 @240V 60DO 8:35G 10950 @240V VA AC Output Voritage Min,-Nom -Max.* 183 .208 , 229 Vac AC Output Voltage. in -Nom,-(Aax.* 211 - 240 - 264 Vac AC frequency MFn,-Nor, S93 60-60,5 (with Hi country setting S7-60-60 5) Hz Max, Continuois 0"Aput curre"It 12,5 16 24 @ 208V 25 32 21 @ 240V 118 @ 208V 4 42 @ 240V A Gx[o A ,,trim y tvwnria,4ig, Islandhig Pnstezt,,on, Cowitry, Configurabie Yes Threstunds Recommended Max DC P'jwe,** 3750 4750 6250 7S00 9500 124CO 14250 W Transformerliess, Ungrounded Yes Max, Input Voitage .1,00 x1cic yso-rt. DC 4nput v'croage 325 @ 208V 1350 @ 240V VdC 16 5 @ 208V 33 @ 208V Max tnput corrent* 9,5 13 a 23 15 5 @ 240V 34. 30 5 @ 240V Ads Max Input Short Circuit Current 30 45 Adc Reveree-Powrity Plotecoon Yes G,ound-Fault Iscoatich. Detectmn 600 k4. , Sens trv` h y foaximwn inverter tfecieopir 97 7 98,2 983 981 98 98 97 5 an: 208V 97 @D 208V LEG. Weigotee Efficiency S75 98 975 97,5 9h @ 24,1V 975 97 5 @ 240V Nigottme Power Consumplion < ;'5 so VV Supported Communkavon tnterfzuces R54, R5232 Ethetnet bgBee yapteona�y Revenue Grade Data, ANSI C12,2 opoonat PLIANCE Safety JL1741, UL"699B, WA998, C-S, 22 2 Gr4z {.,onection Sta,,dards i[EE1547 FCC part SS tdass a AC outp, conduit size f MVG,�anse 3/4' miniiourn 246 AWIG 3/4' 1 '-3AVdG DC �nput conduit xize I of vt6ngs 1 3, �-2 sluings 2 24-6 AVVG 3/4" m�nimum 1 -2 mvings / 14-6, A'WG Yange Di,nensisins with AC/DC Safety 30,5 x !2,5 x 7 f 30 5 x 12,5 a 7,5/ 30.5 2,5 x 10 S / 77S x 3.5 x 260 Switch (HANx[t) 77S x K5 w 172 775 x 315 Y, 191 mro Weignt with A,,'DC Safety Switch S'j_ 2S 2 547/24,7 88 4 40 1 db I kg .voting Naturai Convection Fa ns ivter rs Noise < 25 < 50 o8A NC, Max, OpetaningTernfsRraiule 1 3 to «IAGI 125 to X60 �,Ctrly versm, -40 to +60) ".c Range Protection Ratni; NEW 3R "ww", n u "FjHC.1111. !33% rVoWixll V 4 be- P7x7K —Y be oed, me—errn xnA P.,u c r 10 [he I.We, S1.1r4t CAN eIRS Vir 6feWet tSx 0-110 rig 0 ,6 , O pT ,.FrT V SE114xJA- ueyANt ■ I FOR OFFICE USE ONLY I Office 0 -23 -2 a * Fax; 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building i t Application .• 1.. Address: Bards as above C ity, State, Zip: w Contractors 04, 1 0035 Phone.- 919- 622 -3772 a tmor(isl@solarcity.com lectdcal: Plumbing: Mechanical: W.R. City License # WR, City License WI R. City License Complete all information on BOTH sides of this for Installation of a grid-tied PV system, Mush mounted to roof. 5.355 KW Sq. FULF Stu's Gallon Amps Squares Other MUEEMM Attn.: Jesus Santiago re: Job 201401206: Baca - 8024018 to 11 11 Illp , III III' III I I 1XV MmIffifffilyl "m IWtKqml,il I&I �il I I MI II; I I I Mill m p = Ground Snow Load 30 psf pf = 0.7 C C 1, p (ASCE7 - Eq 7 -1) , C, - Exp osure Factor 1 (ASC - Table 7 -2) C Thermal 1 =actor _ 1 (ASCE7 - Table 7-3) I = Importance Factor = 1 pf =Flat Roof how l Oiad = 21.0 psf P. = C,pr (ASCE7 - Cq 7-2) Cs- Sfo " oor = 1 p, Slo* R +f 5i Load 21.0 psf P Composition Shingle 2.00 ..... toof 2x6 rafters @ 24"o.c. 115 Vaulted C �#rn 040 (Ceiling Not Vaulted) miscellaneous 035 Total Roof "Fi) 5&'00 DL Adjusted to 21 Degree Slope 5.4 psf Composition Shingle 100 1.50 2x6 Rafters @ 24 1.15 'Vaulted Calling 0.00 (Ceiling Not Vaulted) l iscellaneous 0.35 Total Roof 44 OM 5.0 pef DL Adjusted to 18, Degree Slope 53 SolarCity 3055 Clearview Way San Mateo, CA 94402 TEL: (650) 638-1028 FAX: (650) 638-1029 Re: Job 201401206. Baca — 8024018 - 4355 Fenton Street, WbeatRidge, CO 80212 Subject: Certification Letter Attn.: Jesus Santiago, 45677 A jobsite observation of the condition of the existing framing system was pert"ormed by an audit team from SolarCity. All attached structural calculations are based on these observations and the design criteria listed below: On the above referenced project, the roof structural framing has been reviewed for additional loading due to the installation of the solar PV addition to the roof. The structural review, including the plans and calculations only apply to the section of roof that is directly supporting the solar PV system and its supporting elements. After review it was determined that the existing structure is adequate to carry the loads of PV without a structural upgrade. Design Criteria: • Applicable Codes = 2006 IBC, ASCE 7-05 and Na 2005 • Ground Snow Load = 30 psf • Roof Dead Load= 5.4 psf (NIP I) & 5.3 psf (NIP2) • Basic Wind Speed = 100 mph Exposure Category C • Solar modules = as indicated in attached drawings. I certify that the capacity of the structural roof framing that directly supports the additional gravity loading due to the solar panel supports and modules had been reviewed and determined to meet or exceed the requirements in accordance with the 2006 IBC. If you have any questions on the above, do not hesitate to call. am= Paul Zacher, SE - President 8137,Sunsel Avenue, Suite 1211 # fait Oaks, (A 95628 * 91061,3960 * 91061,3 f - WWW.PZSk[.(014 • tt t 6.4 psi 9000 lb .0 psi 600 lb (8'-0' Wall Height) 6.4 psf 2560 Ib 20460 Ib • t • (MP2) PASS Total Load 29.3 psf 2x6 7,56 20.80 SPF#2 @ 24"o.c. f-t) ro X UO X UT x v 875 x 115 x 13 x 115 Allowed Bending Stress = 15043 psi Aitoweel uenection if otai Load) Ulzu 0,766 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) (5*w*L A 4)1(384-E-1) 0,157 in U586 > L6920 I i:> psi (iirb i ame Max Shear(V) =w*L/2 = 225 lb Allowed > AMM -- 20.2% Stressed -- Therefore, OK • w 59 pff Dead Load 53 psf PV Load 3.0 p Snow Load 21.0 psf IM, <-- Member > Governing Load Combo DL + SL Spin:F- Total Load 29.3 psf 2x6 7,56 20.80 SPF#2 @ 24"o.c. f-t) ro X UO X UT x v 875 x 115 x 13 x 115 Allowed Bending Stress = 15043 psi Aitoweel uenection if otai Load) Ulzu 0,766 in Deflection Criteria Based on Simple Span Actual Deflection (Total Load) (5*w*L A 4)1(384-E-1) 0,157 in U586 > L6920 I i:> psi (iirb i ame Max Shear(V) =w*L/2 = 225 lb Allowed > AMM -- 20.2% Stressed -- Therefore, OK • REMOOM (MPI) PASS w = 59 pff Dead Load 5.4 pal PV Load 3.0 psf Snow Load 21,0 pet Governing Load Combo = DL + SL Member Span =11 ` - 3" Total Load 29.4 psf Member Size S (in' I (W Lumber Sp/Gr Member Spa( 2x6 7.56 20,80 SPF#2 @ 24*o.c. . . .. . . . . .. .... O's g", (5 / (384 .. . ....... . .. . . .... .. U186 > U1 20 Therefore OK Allowed Deflection (Live Load) = Fb (psi) = fb x Cd x Cf x Cr (NDS Tat 875 x 115 x 13 x 1,15 Allowed Bending Stress = 1504.3 psi U260 > L{1 Therefore OK Allowed Deflection (Total Load) U120 (E 1400000 psi Per NI 1,125 in Deflection Criteria used on Simple Span Actual Deflection (Total Load) (5 / (384 0.728 in U186 > U1 20 Therefore OK Allowed Deflection (Live Load) = U180 0,75 in Actual Deflection (Live Load) = (5 / (384'E'l) 0.520 in U260 > L{1 Therefore OK Member Area= 8.3 in A2 2 Fv (psi) 135 psi (NDS Table Allowed Shear = Fv *A = 1114 lb lax Shear M=w*L/2 331 lb Allowed > Actual - 29,7% Stressed - Therefore, OK W Pre �an • VF5 am (Fig. ") (Table 64) Footing Uplift = -304 Ib .518 lb -548 1b ........... Maximum Design Uplift = -548 lb Standoff Uplift Capacity = 700 lb 700 lb capacity > 548 lb demand Therefore, OK f Fastener = 1- 5116'dia Lag Number of Fasteners = I Embedment Depth = 2.25 Pullout Capacity Per Inch = 266 Ib Fastener Capacity = 958 lb wl F.S. of 1.5 = 639 lb 639 lb capacity > 548 to demand Therefore, OK Importance Factor = 1 (Table 6-1) qh 18.50 Z Ad em f �3, - X AjolS T, •)�dOIS 1 uI S dorm - ,jVj83jV v • - W r . ® • • . , 0, 7 !1# P .8/b " I� 1 NVId 311 03HSt St IN3)4dlnO3 MOM * *1 3DN33/31VO NI NO Nn8 lindNOO >, I K3 NO Nna linmo0 N01IV001 330QNVIS ,r r {} 83 ,. V 31SkS Ad 03IV31030 0 asnOH ' %' Vl ONITVM V 83IN30 OVOI r 138 V 13NVd NOIlfl81aS1CI m w S` OV+ X08 83NI8V400 /NOIIONnr 00 S138VI ONIN8VM V 103NNOOSIG OV em f �3, - X AjolS T, •)�dOIS 1 uI S dorm - ,jVj83jV v • - W r . ® • • . , 0, t • • r i J 1 "PT SysTak Comp Mount T�ype C f2l) CANADIAN SOLAR I ,► 25.5 1 SR, MICHAEL A BA CA 43 55 FENTON S WHEATRI CO 80 212 3 034231 8 8 6 SP RESIDENCE Steve ISs 5.355 KW PV APPAL' PA% KW STRUCTURAL VIEWS PV 3 7/7/2014 ti �M-W' STANDOFF (S 1�� Scale: 1/2" = it n -8 °S l— VOOOS3S 39038VIO - - z x 31Y 31Y M ' 3U A 'lWMd Al OWlOS ,0 OW XdSSZ-°d SO NtVI }S NV N O (2 G ( `�} I 4 S L Std M s o 01 lead Aji:)jejo# ),V MV Ad IS NOI 992 O a 1 Juno duto N, 80 i! z Ix4 �VYb � {{j��} yq ! �} iS! #SA. rf {} / �{i/ �� {� jj \�j \ �( ..AV .d �# aJ ..R 4.R Waf �[j [�yj 7 t {�l jp$J({jj [ a W 4d ! .J § 4k./IY i � V SAS m 1.tt p i MX 3 OA NV JD iU 6V n 38 loN FRY o 3 ,� V - -VILLA 0 10tzo -- f � . GROUND SPECS MAIN PANEL SPECS NOTES INVERTER SPEC W:(2)A4k; MODULE SPECS VOCI = M Vmp = 350 [FORD (N)_ GEC T0_(N) GROUND ROD Ponel Number I grounded IN -1 1 1 (1) SOLAREDGE LABEL: A (21) CANADIAN SOLAR CS6P-255PX 'CEP "TYP EC # 8041 AT PANEL NTH IRREVERSIBLE CRIMP Meter Number. 87221057 rie-In- Supply Side Connection VDC Isc 15 ADC VDC Imp=5.75 ADC O SE , 5000A-US-ZB-U Inverter, 50 OW, 24OV, 97.5% w/Unifed Disco ond ZB, AFCI OW (2)AWG #10, P'V WIRE, Block' (I)AwG #10, Soid Bore Copper EGC PV Module, 255 234.3W PIC, Block Frome, MC4, Enabled VDC ISC 15 ADC VDC IMP= 9,35 ADC #10, 71 Green EM Underground Service Entronce II V 2 Vac: 37.4 Vpmox: 3(1.2 INV 3 Ist AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER � E� 150A MAIN SERVICE PANEL SolarCity E 15OA/2P MAIN CIRCUIT BREAKER Inverter I CUTLER-HAMMER I 'iscon"ect MILBANK Meter, Socket SOLAREDGE A ��] --------------------- [�30A SE500OA-US-ZB-U - - - - - - - - - - - - - j . . . . i String( - of 8 On MPI - ,m . . . . - - - - - if sir (s7 Of 13 On MPI, tv I (I)Ground Rod; 5/e x W, Copper _r ec ln9ulato5nW Conn tor, Moh 4/0-4, Top 6-1# ;Sd— SUPPLY SIDE CONNECTION. DISCONNECTING MEANS SHALL BE SUITABLE AS zCnifftL twirmtm I AND 1 at KAILU ? NEC, k" 'g f` tor fwA, V14 — 110 ANA FAU I IN*; it, jawa-4 ;wa I i)AK; lflf JRWA—Z ; (I)AWG #6, Z Red (I)AWG #10, THWN-Z Red W #6 Z *40 NEUTRAL VMP =240 VAC IMP=2083AAC 01)AWG #10, RM-Z Wile NEUTRAL Vmp =240 VAC Imp = 1 83AAC I M jaj SOLAR # CS6P-255PX MOW M J I O)Conduft Kit; 3/4' EMT 110, THWN-2, Mock 110, TH*N Red Voc* = 5FAf Vmp =M VDC ISC = 15 ADC VDC Imp=9.35 ADC W:(2)A4k; 110, F; Block (I)AWG #10, S B ore C EGc VOCI = M Vmp = 350 VUL ISC � 10 AVL VDC Imp= 5,75 ADC 110, THWN-2.,Oreen EGC jI(X THWN-Z Block #10, THWN-2, Red V0C* = 500 VMP =350 VDC Isc 15 ADC VDC Imp=5.75 ADC (2)AWG #10, P'V WIRE, Block' (I)AwG #10, Soid Bore Copper EGC Voc* = 500 Vmp = 350 VDC ISC 15 ADC VDC IMP= 9,35 ADC #10, 71 Green EM 1, 'T' RM. DATE PV 5 7/7/2014 7 I' L rt., ' CA 922 r(650) 638-1028 F. 638�1029 ( - st) c ( 1?k J L d ad VId d 31l C}i n- ez aft° f�C} `JCI 2f�1t � JD AI =I -Mg r sVG ' t IN 3 s L sa s s oad tt'dd ltd tl E{1PJ 111% OAaJ 30N30I 8S V3V8 V 13 H 1 i `d tdMX3 I UM OMUQWIDS 3NI SOJ OMA 38 ION TM4S GWINOO A = !DV.LIOA NIJ- 3dO (C) I , *'er Code: (DC) (INV) Per Code: (DC) (INV) Per Code: ««:69 »: I W. I M- W11M, (AC) (Pot) i,wer Code NEC 690.54 Label Location: (Pot) r?, - : 3055 Oeavww Way San Maft% CA 94402 1028 F�(650) 638-1029 T:(650) 638 SIC CO XCEL Label Set (888)-SOL-OTY (765-2489) WWWSD1ardty.ODM P. 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U2 a �1"S tai k,4 t1lt iBiNC¢rc aa`3,bp ° iE431C',iw'a '1 4 $�11i x R i i, iit aj J,i JCS indw �sajnpow M W 1 %1 Ad iW `U �N) Ad ffa� # 0 41 oot'd QSEd ODEd I r A4 aps awujgpxy P ut , J40elsUtJN WV W+3aANs ate4Y 0tb RA `ow �* r3aaQ.aaa ir�nau gaaas ;` 3�c[s xu 117,ar: d'k7tduu 2t3tdsza voppioues oaN ,w ta�t&�, ` Wpdrs ands usrte,aa etu aea 0�sap wa4s& aRgPgAS3 » r L SolarEdge Single Phase Inverters For North America SPIONA-US / MHOA-UQ i 4zE:rnnnA-1 1AZ / SE60DOA-US E u G ', P %III, NY JA, Y F RN.°, j,", PAN C a t N A A LIST RA 4 1 , H E N E'� r-i F R i, AN D,", i',',R AF i, w w w,, o 1,3 r fS'd g e u s Single Phase Inverters for North America solar =## MONA US SE38COA-US 1 SE6000A-US SE 76GOA-US SE 10000A- US " SE'11400A-US �j�!T� _5i!5000A-U$ SE600OA-US SE760DA-US SEW OWA-US SE114 DG Nafni,,a� AC Powe, CuWkr! 3000 3800, 5000 6000 76CIO 9980 (4r 208V 01,1 I 10000 @24 M.a. AC P, Dutrrut 3300 4150 5400 � 209V 600() 8350 10SWi @ 208V 2 511501 @240V 10950 @240V 2222 _ AC Or,tiput Vo�tagir Nlir Nlarr 183 208 - 229' ;ac AC Ou°pw, Votap Nlim-Nom Jviax A , 211- 240 - 264 Vj(: AC Fsequency Mir,,-No1nAVax,* 593-60 N"ax, contvn�'Ous Output cu'ren" 125 16 1 (P 209V 25 32 48 @ 208L.' 4 21 @ 240V 42 @ 240V G� Dt Mike Monito in& kianr"'ng Noiacnon, Country COW%""Tawc Yes brerhord, MPUT Recrenrneeclect tsAax DC Pcwes— W50 0750 6250 7500 : a`" 1,2400 1 `1 T 4iw Ungro,,rded ye's hitsen , �put voftage 50 2222 m, 1 No DC t' o iput ril�tage' 3 25 209V 350 @ 240V Amax_ ?nrwt Current— 9 S 3 16,5 @ 209V 23 33 @ 208V 3 15 5 @ 240V 30.5 @` 240V Max �rlorit Choi O'Cur co"iint 30 45 GrOlInil-faW IsNat')0r, Detection 600kQ Kzisr6"nwTi R 'Iro'rrs'r Ewidvr�y 9" 98,2 983 983 98 98 97,5 @ 2 CEC 6ghted Effivency S 98 , )08V 97,5 975 9 7 @ 2 WiV 4 98 (�,, 240V 97,5 @ 240V Nighttune frovow conswrnptwn < 2, 5 .. 4 ..... .. ...... .. .......... ......... . . ...... . .. ...... .. .. ... . . ... ........ .......... . . SuDporteri Communicaturr R5495, RS42 rflwno , ZigBei, Fo prtco4r Revenue G,ade Data, ANS� C' � 2 1 ()Drional STANDARD COMPLIANCE Safety UL 741, U(1699B, CrU'999, C5A 22 2 Grid Connec'mr, Siarelards U,[1547 2222. FCC part 15 ro, 8 ... ..... ....... ........ ... ........ . .... . . .... . ......... MSTALLATION SPECRFICATWNS AC outpx conOrrit size XW / G ange 314 mii 24-6 AWG 3/4' minwnum 1 18 3 AVIV A-US .. ........... 400, VA, 000 VA Hz A A SC Vdi: Vdc ,z Adc Arrk, 98 % 7-5 w DC inpuz, ,.,e :tenet size I ft of wirrgs l 3 "" fni mwmn 63, 2 st, ings / „4-6 AsVVG -A 14 " nn I I ir n I / I mr ings 4 -6 A%', AWG ¢c fret w"th AC/DC Safffty 30 5 x 1 x 7 1 N15 x 12,5 x '? 5 'r0,5 x 12 x 1031775 x 3, 260 in Switch yHxajxf"r 775 x 3 ¢ 172 775 x 3 x 191 MIn weight w th AC/DC Safi�ny 5% 51,2 1 212 54, 7 / 2- 7 88 4/40 1 �b / kg 2222. CG ling Wrogie! 1-isnoer',",n Fans r 2222 Noise 25 '50 dBA 2222 Mir-h1ax to =14101 25to e6 Range 0 CAN veron � 6 — * .40 io +60) P Raleng NEM, A 3R : "0- ssavWp i.roar" sizsll„ ' T ; Us'CAsi D % W DC inpuz, ,.,e :tenet size I ft of wirrgs l 3 "" fni mwmn 63, 2 st, ings / „4-6 AsVVG -A 14 " nn I I ir n I / I mr ings 4 -6 A%', AWG ¢c fret w"th AC/DC Safffty 30 5 x 1 x 7 1 N15 x 12,5 x '? 5 'r0,5 x 12 x 1031775 x 3, 260 in Switch yHxajxf"r 775 x 3 ¢ 172 775 x 3 x 191 MIn weight w th AC/DC Safi�ny 5% 51,2 1 212 54, 7 / 2- 7 88 4/40 1 �b / kg 2222. CG ling Wrogie! 1-isnoer',",n Fans r 2222 Noise 25 '50 dBA 2222 Mir-h1ax to =14101 25to e6 Range 0 CAN veron � 6 — * .40 io +60) P Raleng NEM, A 3R : "0- ssavWp i.roar" sizsll„ ' T ; Us'CAsi D City (A whe',atl� C'OMMUNITY DEV'ELOPNAENT [ FOR OFFICE USE ONLY i MUM= MvMr#t2-Tr,,1w.-r#T#1L= i :; � 1 1 ii � 1 1 =1111! - lliiiii, 11 , An (pleaiirintj Address: ArchttectXvigits eer E-mait MA Phone: -.9 A Contractor: Electrical: W.R City License # Other City Licensed Sub, City License # Plumbing, W.R, City License At Mechanical: W.R. City License # Other City Licensed Sub: City License # Complete A information on BOTH sides of this form m is �w�'"'"� way. ax. a ( (` T` er- INSPECTION RECORD O ccupancy/Type °INSPECT ON LINE: (303) 234 -5933 Li 9 I Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. Sheathing T Z�l Lath /.Wall tie Mid Roof r3 ZLd;C/ 1 Electrical Service INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDAT TIONS DATE INSPECTOR (INITIALS COMMENTS: Footings /C Rough Mechanical Stemwall / crete Encased G Reinforcinthic Weatherpr Drain INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Sewer. Ser '' "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY, 1S, ISSUED. FINAL INSPECTIQN BY,7HE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A`CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Water Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNT ABOVE HAS BEEN SIGN - ROUGHS Sheathing Lath /.Wall tie Mid Roof r3 ZLd;C/ Electrical Service Rough Electric Mechanical [ Rough Plumbing Gas Piping - Roof Rough Mechanical 'ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Buildin g Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. 'Parking & Landscaping '' "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY, 1S, ISSUED. FINAL INSPECTIQN BY,7HE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A`CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMIT' DGlITF QED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED . ♦ A i CITY OF WHEAT RIDGE Building Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -40Cq T=- Job Address: A ,3s 5S_ 1-_ZRJ j UA_) S F Permit Number: O~ 3 l y ❑ No one available for inspectioo-n- e AM/PM Re-Inspection required: Yes ( N-, When corrections have been made, call for re'inspecti at 303-234-5933 /I Date:/fJ - 2~Z,.,5) Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE " �///''/' Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: m7pRr Job Address: %3s5 s>v� sr Permit Number: c9F.361S ��'PPS�e %cep ❑ No one available for inspection: Time PM Re- Inspection required: Yes No_ When corrections have been made, call for / re - inspection at 303 - 234 - 5933 Date: z94, "-- Inspecto �, r DO NOT REMOVE THIS NOTICE City of Wheat Ridge rOooor Residential Roofing PERMIT - 093615 PERMIT NO: : 0936151: 'ISSUED:- 10/23/2009 JOB ADDRESS: 4355 FENTON ST 'EXPIRES: 04/21/2010 DESCRIPTION:..` Reroof 26 sqs CONTACTS owner 303./423-1886 Mike Baca sub 281/736-4164 09-0293 Hermes Renovations 'Inc. PARCEL INFO ZONE '.CODE: UA USE: UA SUBDIVISION:' 0423. iBLOCK/LOT#: 0/: FEE SUMMARY ESTIMATED PROJECT VALUATION: 7,084.01`. FEES Permit Fee 199.30 Total Valuation .00 t Use :Tax 127.51 1 . ? TOTAL 326.81 L 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 2' inside exteriorwalls. ***Contractor/Property owner shall providesladder(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 i assume full responsibility for compliance with the wheat Ridge Building Code (I.B.C) and all other applic~le *6tjE~Lqge Ordinances, for work under this permit. Plans subject to field inspection. W HEgT yoF City of Wheat Ridge Building Division m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 , Fax: 303-237-8929 °~<oRSOO Inspection Line: 303-234-5933 Building Permit Application Property Address; 03~6 Property Owner (please print): /11 Mailing Address: (if different than property address) Address: Date: Plan Permit r-3 Phone: City, State, Zip: W V1P~ r{„r-'Kao, Lu (-/Q 2 f ) Contractor: nQs Contractor License Phone: -2i i 'j Q Sub' Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: ~j Approval: Approval: Use of space (description): n`, Construction Value: $ Description of work; (d ✓✓\W6 T~ i„ (as calculated per the Bug vTaluation Data sheet) Y Plan Review (due at time ofsubmittat): $ Sq. Ft./L. Ft added: Squares 16 BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 1 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::(O1WNER) 1 CO CTO Nor PERSONAL REPRESENy TI f (OWNER) (CONTRATOR) PRINT NAME: IJC~- ` 1/>tiAD _ SIGNATURE: o Date: A/2953 Bldg Valuation: