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Home My WebLink About4030 Zephyr Driver�brt INSPECTION RECORD INSCTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type r4 . Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter 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 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 10 —Fb 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 i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L) o `i - F• Job Address: L)o 3 or - Permit Number: o ► —r n q L) ❑ No one available for inspection: Time c7 a 3 AA lWPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: /a a4 1-7 Inspector: `I DO NOT REMOVE THIS NOTICE S A i CITY OF WHiAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3'6 &' - r) I Job Address: y 3 0 Z e --,, Permit Number: -r-9 E i 7 ` "�'R Ll a rrI o - u, oor J-1 MImp 0 b 46 40 1`6 ❑ No one available for inspection: Time 35- AM49 Re -Inspection required: Yes No, When corrections have been made, call for re -inspection at 303-234-5933 Date: 9 J / T Inspector: '-b DO NOT REMOVE THIS NOTICE City of Wheat Ridge r •� Residential Roofing PERMIT - 201705942 PERMIT NO: 201705942 ISSUED: 08/11/2017 JOB ADDRESS: 4030 Zephyr DR EXPIRES: 08/11/2018 JOB DESCRIPTION: Residential Re -roof to install Malarkey Vista asphalt shingles with 42 sq. *** CONTACTS *** OWNER (303)961-1801 STITES KOREY M SUB (303)984-7663 Judy Antener 070171 1-DERFUL ROOF & RESTORATION *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,800.00 FEES Total Valuation 0.00 Use Tax 352.80 ' Permit Fee 315.25 t�' ** TOTAL ** 668.05 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. 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. q ' City of Wheat Ridge Residential Roofing PERMIT - 201705942 PERMIT NO: 201705942 ISSUED: 08/11/2017 JOB ADDRESS: 4030 Zephyr DR EXPIRES: 08/11/2018 JOB DESCRIPTION: Residential Re—roof to install Malarkey Vista asphalt shingles with 42 sq. I, by my signature, do hereby attest that the work to be performed shall comply with all accompany ingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am tl�e 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 perform and that all work to be perfo ed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable c r any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz 4CJI l( From: no-reply@ci.wheatridge.co.us Sent: Monday, August 7, 2017 4:07 PM To: CommDev Permits 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 Dc 4030 Zephyr Dr Korey Stites 303-961-1801 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. Attached Copy of 17-0218 Stites.pdf Contract CONTRACTOR INFORMATION Contractor Business 1-derful Roofing & Restoration Name L Contractor's License 070171 Number (for the City of Wheat Ridge) Contractor Phone 303-984-7663 Number Contractor Email Address 1 derfulcolleen@gmail.com Retype Contractor Email 1 derfulcolleen@gmail.com Address DESCRIPTION OF WORK / Are you re-decking the No ✓ roof? Description of Roofing Malarkey Vista Shingles Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 42 material selected above? Does any portion of the No V/ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES 42 (pitched + flat) of all 2 roofing material for this proj ect Provide additional detail Re -Roof House & Garage t/o existing shingles and replace with here on the description of Malarkey Vista work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 16800.00 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 Colleen Jacobsen Email not displaying correctly? View it in your browser. 3 9W W Cw1on Dnve LUe+ll"'orid: CO 80227 P'" 303 -%4 -ROOF (7663) Fiax, 655496-7776 J-DERFUL ROOFING S RESTORATION PROPOSAL Job Artois" Clty. Stalb; zp- Phone HBe way to cortea �!' Tea' Off and eaves are open or . 111InspectD ed g ming replaced cert $ 2• Per Sq. Ft. Homeowner It be notified if any damaged wood is found during tear off. ice shield on es and in valley(s) dripedge _ Install urildertayment Color Re�nrer rimf witfi _'' f . 3o j.L 7�.S-F>�•�tr year manufacturer warran . — Shingle Tanufacturer i AA f, Z 6 Nail every s Instal J&") .gip ridge style _ instati pipe jacks tad jacks'�fJ swamp cooler Step flash sidewalk step flash chimney step flash skylight 1-Derfut Roofing & Restoration will provide general liability insurance of at least $2,000,000 and Workers Compensation of at least $500,000 Clean up and haul of roofing debris Clean out gutters �." Magnettc sweep of surrounding areal Clean around landscaping ' �C AN rimed Permits fumished by 1-Derfui Roofing & Restoration - to be reimbursed by Insurance Company 14Derfui Roofing & Restoration five year warranty on labor —1 Current Ventilation L914- Recommended?moi~` Decline recommendation on ventilation Proposal Date: 4 " - ` - —I— This This proposal may be withdrawn by 1-Derful Roofing & Restoration if not accepted within 30 days from the above date SUBMITTED BY i-DERFUI. ROOFING & RES ORATION 1-Derful Rep: ' _ Wk%VNJ ole Ir Cell Phone: - Insurance Company: TY eV -t.aa tie Adjustor Information: Policy Number: O _ Y Claim Number: 3 oe -Z L—N 7 1) 01Gutters: 1u�s,. ir.�t. �.•�_ color a Outlet [] Siding: []Extra work, Special instructions: rIc and Rustoration shall hold in trust any i!co from you until 1-derfui has delivered r?ateri is at the site or has performed a ,majority of the roofing work on your property. $ A150t', deductible to be collected at time of material dejj xy $_ 23 dpyl"7, irf+tial total claim amount as of / R- 120J� This price is subject to supplementsladjustments. Roof work to be completed within 21 days of final insurance approval and mortgage endorsement' Date or Atcep�� ' 1-Derikd Rooirng & Restoration Representative Homeo 's Signature Property Owner is V Jis not intending to make payment from the proceeds of a property and casualty insurance policy. WStFL4NCIE ALLOWANCE AGREEWNT If so, homeowner must read and sign below. vWb agree to retain 1-0erful rooh 6 Resl oration (convector) to repeirlraplace the darnaged or entire portion of the property described an this contract contingent upon the contractor obtaining my insurance cormpanye approval and paymert to have said work completed it is agreed that the contractor is empowered to contact my insurance carrier and to meet with their representative in order to negotiate the amount of drnage the cast of ma repos or replacement of the damage to the above property Upas the insurance carrier agreement with the contractor and the down payment being made the work will be scheduled arta may begs on a hit in hist out baste In #0 evert 91411914 awurarke carner tans to negotteb in e far and reasonable manner, the contractor shall not be told liable and this agreement will be void. The contractor wdi release the complete file to the comrtwcw w of Insurance at 914 dusbnter'6 regJea Insured out of po" enpereer mi not exceed the uxred (purchaser) policy deductible for the wok agreed upon k""n the insurance carrier and the contractor. Inured also agrees to provide as the necessary documerallion for the claim (rick drag doupwiteaon to laddkele payment from insuranoe carrier and/or mortgage holder). The contractor reserves the right to Ne for supplemental alarms due to material andror labor increases dire b a $torm) anvironm ent or to I umance adfusler's matalm. errors or omissions. Ilwe agree by signing above to all the canuaa conditions on both the front and back of this agreement IDp a - Pp-7r^,T- Te- c �-\ \ rst"Y)r-,v3tw-v-p- : 2 ol � 0- ors C. 47� 5(�-�- je, , & o' STS . 2-0k60�09 C+ 611 WkQ,--j 5e-V\J &e-ck -�o -, \J,2 9D-2 ccq- COOT_ J I /\oJo r D a63-dao-Wol Pi,13 e2- )cc) Sao --7>5 CA- _ 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:i Job Address: 01 Permit Number: Jbi''7063 ❑ No one available for inspection: Time OPM Re -Inspection required: Yes No * When corrections have been made, call for re -inspection at 303-234-5933 Date: �— 1, "� Inspector: DO NOT REMOVE THIS NOTICE A City of Wheat Ridge I. Residential Solar PERMIT - 201700318 PERMIT NO: 201700318 ISSUED: 03/13/2017 JOB ADDRESS: 4030 Zephyr DR EXPIRES: 03/13/2018 JOB DESCRIPTION: Roof mount, flush mount, grid -tied 10.45 KW solar PV *** CONTACTS *** OWNER (720)939-7414 STITES KOREY M SUB (303)655-1206 Christopher D. Perez 070150 Infinite Electric, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,000.00 FEESPAID Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 iRE4D *** COMMENTS *** *** CONDITIONS *** 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 l 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 and that all work t`be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of 'PWKEFv"or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. Noork of an( manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. Th,,�PR�fholder sliall 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 issuancnting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable e o any ordinance or regulationofthis jurisdiction. Approval of work is subject to field inspection. r 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 insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am;,tfie i1'IS1`iiS i `bi fhe`inspectioteiPlease put the address of the inspection in the subject line. City of CC zk %� Wheat R dge- OMMUN)TY 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 �� Building Permit Application Q I. *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. FOR OFFICE USE ONLY Date: 1311-7 Plan/Permit # j Plan Review Fee: $Ciloo, *** Property Address: 62,20 C 04ZAI alf)C 64) Property Owner (please print):r,�(`�£ Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: S�,i%f j .— Contractors City License #: 670 Phone: , -.S 7T-`(6-787 Contractor E-mail Address: r�;Z�;Ar4,t��t.I.E_n.l;�._c,%st,>',Cc��+✓1 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 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) r'DLA� (P✓ (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.) dA) Sq. FtJLF Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF CINDERSTANDING 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 I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER (CONTRACTOR) of (AUTHORIZED/REPRESENTATIVE) PRINT NAME: AA)f) �i� /V 1 i� SIGNATURE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: reg PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMEN'rUSEONLY of (OWNER) (CONTRACTOR) TE: S � / OCCUPANCY CLASSIFICATION. Building Division Valuation: $ 0 35 Mounting holes * o 0.43 ±0.8 All measurements in inches 195 198 REC28OTP Nominal Power-PMpp(Wp) 265 270 275 280 Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/+5 Nominal Power Voltage -VMPP(V) 31.1 31.2 31.4 31.9 Nominal Power Current-IMpp(A) 8.53 8.66 8.76 8.78 Open Circuit Voltage -VocIV) i' All measurements in inches Nominal Power-PMPP(Wp) 195 198 REC28OTP Nominal Power-PMpp(Wp) 265 270 275 280 Watt Class Sorting -(W) 0/+5 0/+5 0/+5 0/+5 Nominal Power Voltage -VMPP(V) 31.1 31.2 31.4 31.9 Nominal Power Current-IMpp(A) 8.53 8.66 8.76 8.78 Open Circuit Voltage -VocIV) 38.3 38.6 38.8 39.2 Short CircuitCurrent-Isr(A) 9.21 9.29 9.40 9.44 Panel Efficiency(%) 16.1 16.4 16.7 17.0 Analysed data demonstrates that 99.7% of panels produced have current and voltage tolerance of ±31% from nominal values. Values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m', cell temperature 2S"C). At low irradiance of200 W/m' (AM 1.5 and cell temperature 25"C) at least 94%of the STC panel efficiency will be achieved. Nominal Power-PMPP(Wp) 195 198 202 205 Nominal Power Voltage -VMPP(V) 28.75 28.85 29.03 29.49 Nominal Power Current- IMpp(A) 6.77 6.87 6.95 6.97 Open Circuit Voltage -Vn,(V) 35.25 35.53 35.71 36.08 Short Circuit Current - Isc(A) 7.32 7.38 7.47 7.50 Nominal operating cell temperature NOCT (800 W/m', AM 1.5, windspeed 1 m/s, ambient temperature 20"C). EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY qFRF US IMPORT DUTY FREE F TEMPERATURE RATINGS Nominal Operating Cell Temperature(NOCT) 44.6°C(±2°C) Temperature Coefficient of P., -0.39%/°C Temperature Coefficient ofVnr -0.31%/°C Temperature Coefficient of Isc 0.045 %/°C Celltype: 120 REC HC multi -crystalline 6 strings of 20 cells (6"x 3") Glass: 1/8'm m solar glass with a nti-reflective surface treatment Backsheet: Double layer highly resistant polyester(white) Frame: Anodized aluminum (black) Junction box: 3 -part with bypass diodes IP67rated 4 mm2 solar cable, 35" + 47" Connectors: Multi -Contact MC4(4 mm2) Origin: Made in Singapore Operational Temperature: Maximum System Voltage: Design Load*: Max Series Fuse Rating: Max Reverse Current: -40 _, +85°C 1000V 75.21b5/ft2 (3600 Pa) 33.41bs/ft2 (1600 Pa) 'Referto installation manual 15A ISA m SA® c D E Dimensions: 2i o us 10 year warranty. 25 year linear power output warranty Area 173/4ft2CP (max. degression in performance of 0.7%p.a.). Weight 391/21bs UL 1703, - Fire classification Type 2 o di IEC 6121S,IEC 61730; Notel All given specifications are subject to change IEC 61701 (Salt Mist -severity levels 1& 6) without notice at anytime. REC is the largest European brand of solar panels, with more than 15 million high-quality panels produced at the end of 2014. With integrated ^ manufacturing from polysilicon to wafers, cells, panels and turnkey solar solutions, REC strives to help meettheworld's growing energy needs. R In partnership with a sales channel of distributors, installers, and EPCs, REC panels are installed globally. Founded in 1996, REC is a Bluestar Elkemcompany with headquarters in Norwayand operational headquarters in Singapore. REC's1,800 employees worldwide generated revenues of USD 680 million in 2014. www.recgroup.com City of Wheat Ridge INPEAK BLK SERIES PREMIUM SOLAR PANELS WITH SUPERIOR PERFORMANCE REC TwinPeak BLK Series solar panels feature an innovative design with high panel efficiency and power output, enabling customers to get the most out of the space used for the installation. Combined with industry-leading product quality and the reliability of a strong and established European brand, REC TwinPeak BLK panels are ideal for residential and commercial rooftops worldwide. REDUCES BALANCE OF SYSTEM COSTS solar=eeSingle Phase Inverters for North America SE3000A-US/SE380OA-US/SE5000A-US/SE6000A-US; SE760OA-US / SE10000A-US/ SE11400A-US Maximum DC Power (STC) ....... �SE3000A-US SE380OA-US SESOOOA-US SE6000A-US SE760OA-US SE10000A-US SE1140OA-US Yes OUTPUT Max. Input Voltage AWG . 500 .................... Vdc Nom DC Input Voltage ............:........................... Nominal AC Power Output 3000 3800 5000 6000 7600 9980 @ 208V 11400 VA 15.5 240V 30.5 240V 10000, a�240V..... 45 Max. AC Power Output 3300 4150 5400 @ 208V 6000 8350 10800 @ 20$V 12000 VA .......... 600ko Sensitivity .......... .......,..... i ....... .......',,545p,�1a24QV. Maximum Inverter Efficiency ..,...........,.i, 98 2 98.3 109500 11!W!... 98 98 % AC Output Voltage Min: Nom: Max 1i1 97.5 97 @ 208V 98 97.5 97.5 97 @ 208V 97.5 % ! ...............:...98 240V..............._,'..,....,._..,.. 183 - 208 - 229 Vac ..97S,�N 240V..: .. Nighttime Power Consumption i. < 2.5 < 4 1 W ADDITIONAL FEATURES AC Output Voltage Min: Nom: Max.l�1 Supported Communication Interfaces ............................................ .................................<........,..........,....,..,...,.,,.,...,..........,..,,,....,....,.....,.............. RS485, R5232, Ethernet, ZigB,ee (optional) ...,.....,. Revenue Grade Data, ANSI C12.1 ........................................................................................................ Optional(') ..... .............<.,,......... ..,......... ............-... ve Or Yes 211-240-264 Vac AC frequency Min.. Nom.-Max,111 ............i..............:. 59.3 - 60 - 60.5 ..................:............................. Hz Max. Continuous Output Current 12.5 16 24 @ 208V 25 32 48 @ 208V 47.5 A 21.@, 240V .........................<..,.....,42 @ 240V...:,...... GFDI Threshold 1 A Utility Monitoring, Islanding Protection, Country Configurable Thresholds Yes Yes rwmirr Maximum DC Power (STC) ....... . 4050 i5100 1 6750 8100 10250 13500 15350 W Transformer -less, Ungrounded 3/4" minimum / 1-2 strings / 16-6 AWG Yes AWG.range— ........................._...........................,...............,..... Max. Input Voltage AWG . 500 .................... Vdc Nom DC Input Voltage ............:........................... 325 @ 208V / 350 @ 240V .................................. Vdc Max Input Current 9 5 16.5 @ 208V 13 18 23 33 @ 208V 34.5 Adc 15.5 240V 30.5 240V Max. Input Short Circuit Current 45 Adc Reverse -Polarity Protection Yes Ground -Fault Isolation Detection .............. ......... _........,.......... .......... 600ko Sensitivity .......... .......,..... ..,........ Maximum Inverter Efficiency 97.7 98 2 98.3 98 3 98 _...................... 98 98 % CEC Weighted Efficiency 97.5 97 @ 208V 98 97.5 97.5 97 @ 208V 97.5 % ! ...............:...98 240V..............._,'..,....,._..,.. ..97S,�N 240V..: Nighttime Power Consumption < 2.5 < 4 1 W ADDITIONAL FEATURES Supported Communication Interfaces ............................................ .................................<........,..........,....,..,...,.,,.,...,..........,..,,,....,....,.....,.............. RS485, R5232, Ethernet, ZigB,ee (optional) ...,.....,. Revenue Grade Data, ANSI C12.1 ........................................................................................................ Optional(') ..... .............<.,,......... ..,......... ............-... ........... Rapid Shutdown — NEC 2014 690.12 Yes STANDARD COMPLIANCE Safety UL1741, UL1699B, UL1998, CSA 22.2 ...................................................................................................................... ........... Grid Connection Standards IEEE1547 Emissions FCC part15 class B AC outQut conduit size /AWG range 3/4" minimum / 16-6 AWG 3/4" minimum / 8-3 AWG DC input conduit size / # of strings/ 3/4" minimum / 1-2 strings / 16-6 AWG minimum / 1-3 strings / AWG.range— ........................._...........................,...............,..... ....... ......,.......... ,........................146 AWG Dimensions with Safety Switch 30.5 x 12.5 x 7.2 / 775 x 315 x 184 ..., 30.5 x 12.5 x 10.5 / ............:........................... .................................. 775 x_315 x 260 Weight with Safety Switch 51.2/23.2 54.7/24.7 88.4/40.1 Natural convection Coaling Natural Convection and internal fan (user ..............................................................................................................).replaceable).., Noise < 25 "Min. -Max. Operating Temperature Ran a-13 to +140 / -25 to +60 (-40 to +60 version available(')) g.......................................................................................................... Protection Rating NEMA 3R 121 For other regional settings please contact SolarEdge support. t 1Z1 A higher currenma source y be used; the inverter will limit its input current to the values stated. 131 Revenue grade inverter P/N: SExaxxA-US000NNR2 (for 760OW inverter:SE7600A-US002NNR2). 141130 version P/N: SlEm A-USDDDNNU4 (for 760OW lnverter:SE7600A-US002NNU4). Fans (user replaceable) < 50 dBA T /'C solar=ee SolarEdge Single Phan For North America SE3000A-US / SE3800A-US / SE5000A SE7600A-US / SE1000OA-US / SE11400 erto, 25 �' m.'►`Z a� 4 The best choice for SolarEdge enabled systems Integrated arc fault protection for NEC 2011690.11 compliance Rapid shutdown for NEC 2014 690.12 Superior efficiency (98%) Small, lightweight and easy to install on provided bracket Built-in module -level monitoring Internet connection through Ethernet or Wireless Outdoor and indoor installation Fixed voltage inverter, DC/AC conversion only Pre -assembled Safety Switch for faster installation Optional — revenue grade data, ANSI C12.1 USA -GERMANY -ITALY -FRANCE -JAPAN -CHINA -AUSTRALIA -THE NETHERLANDS -UK -ISRAEL www. soIared ge.us so I a r' • • ! SolarEdge Power Optimizer Module Add -On for North America P300 / P350 / P400 / P405 P300 P350 P400 P405 (for 6Q -cell modules) I (for 72 -cell modules) (for 96 -cell modules) I (for thin film modules► INPUT Rated Input DC Power(') 300350 400 405 W ............111.1........ I ......................... ......................... .........111 .......... ....,1,111.. Absolute Maximum Input Voltage 48 60 80 125 Vdc (Voc at lowest temperature) ...._.....................................i................................................... ...................,..... ......................... ............ MPPT Operating Range 8 - 48 8 - 60 8-80 80 12.5 -105 Vdc _ - - _.. _.............._;.......,.................:..........,.,........ -1111 Maximum Short Circuit Current (Isc) 10 Adc ...........................................1,111, _................................................... ... I — .... - Maximum DC Input Current 12.5 Adc Maximum Efficiency 99.5 % ......................... ....................................................................................... . Weighted Efficiency 98.8 % ........................:.........................1111...................... -...................................,....,,........ ..,.....,... Overvoltage Category 11 1111.. OUTPUT DURING OPERATION (POWER OPTIMIZER CONNECTED TO OPERATING INVERTER) Maximum Output Current 15 Adc Maximum Output Voltage 6085 Vdc OUTPUT DURING STANDBY (POWER OPTIMIZER DISCONNECTED FROM INVERTER OR INVERTER OFF) Safety Output Voltage per Power Optimizer 'I! 1 Vdc STANDARD COMPLIANCE - EMC Safety RoHS INSTALLATION SPECIFICATIONS FCC Part15 Class B, IEC61000-6-2, IEC61000-6-3 IEC62109-1(class 11 safety), UL1741 ..........................Yes.......,.,,.,,,..,..,......,.........,,,.,....... .,......,... Maximum Allowed System Voltage ........................................................................................................... 1000 Dimensions (WxLxH) 141x212x40.5/5.55x8.34x1.59 Weight (including cables) .................................................................................................................... 950/2.1 Input Connector MC4 / Amphenol J Tyco MC4 Output Wire Type / Connector .......................... ....1--111_•........ .. Double Insulated; Amphenol Output Wire Length 0.95/3.0 1.2/3.9 Operating Temperature Range Protection Rating .......................................................................................................... .......... IP65 / NEMA4 Relative Humidity 0-100 ....................................-......................................_.........,......,.,,.....,.........,................. 01 Rated 5TC power of the module. Module of up to +5% power tolerance allowed, PV SYSTEM DESIGN USING A SOLAREDGE INVERTER (2) SINGLE PHASE THREE PHASE 208V IVIIIIIIIIUIII aU III(' Liellb'lll (Power Optimizers) _........................................... Maximum String Length (Power Optimizers) _ _ _ 1111 _.................................. Maximum Power per String Parallel Strings of Different Lengths or Orientations h' it is not allowed to mix P405 with P300/P350/P400/P600/P700 in one string. THREE PHASE 480V 1 8 10 18 .............. ..."I ............... 25 25 50 ........................... ..................... 5250 6000 12750 Yes ............................................................................. Vdc mm/in gr/ lb ., . m/ft ,C/'F.. ............. W _ Bonding Adjustable X - • Stainless steel End Clamp Top Material Finish Bonding Adjustable X - End Clamp Bottom SnapNrack Bonding Adjustable X -End Clamp Bonding Standoff Clamp Rubber Rain Collar Mill Finish Standoff Mill Finish Standoff Base (1 Hole Base Shown) m SnapNrack Bonding Standoff Assembly Bonding Mid Clamp Bonding Channel Nut SnapNrack Bonding , Mid Clamp ® Bonding Channel Nut t L Foot L Foot Flashing SnapNrack Bonding L Foot Base with Flashing Bondging Splice Insert Splice Base SnapNrack Bonding Standard Rail Splice ,Bonding Channel Nut 0 L Foot Metal Roof Base SnapNrack Metal Roof Base with Bonding L Foot Bonding Universal End Clamp (UEC) Wave Cll Strap UEC Wedge SnapNrack Bonding Universal End Clamp SnapNrack Materials • 6000 Series aluminum • Stainless steel • Galvanized Steel Flashing Material Finish • Clear and black anodized aluminum • Mill Finish on select components Installation • Quick and efficient mounting • Adjustable hardware to ensure clean and level finish • All components bonded to ground with integrated bonding features Calcs. & Certifications • UL 2703 Certification • Stamped Structural Engineering Reports for all 50 States Grounding • SnapNrack Grounding Lug Warranty • 10 Year material and worksmanship (download full details at snapnrack.com)_ Snap rack- ow .1 -N . a r N N" eat Ridge (877) 732-2860 www.SnapNrack.com iidingpiviso� 0 Printed on recycled paper using soy based inks. C 2014 by SnapNrack PV Mounting System. All rights reserved. The SnapNrack line of solar mounting systems is designed to reduce total installation costs. The system features technical innovations proven on more than 30OMW of solar projects to simplify the installation and reduce costs. Pitched Roof Arrays Simplified The SnapNrack Series 100 UL Roof Mount System is an efficient, visually appealing, photovoltaic (PV) module installation system. Series 100 UL is listed to the UL 2703 Standard for Bonding, meaning that all system components have been certified by UL for electrical continuity, eliminating the need for additional grounding hardware. The System's components provide an adequate bonding path which has eliminated the need for grounding lugs and washers at each module, and bonding jumpers between splices. The UL 2703 Certification ensures that SnapNrack partners can provide the best in class installations in quality, safety, and efficiency. • All bonding hardware is fully integrated into the components • No grounding lugs required for modules • Rail splices bond rails together, no rail jumpers required • Proprietary SnapNrack grounding lug snaps in the rail channel, no drilling of rail or reaching for other tools required Patent Pending Roof System in 4 Simple Steps: 1) Go to the online Series 100 Configuration Tool (configure.snapnrack.com) and select "Yes" for UL 2703 Listed 2) Identify Site Conditions (Array Tilt, Building Height, Roof Type, Wind and Snow Loads) 3) Build array in the online Configuration Tool and automatically generate a Bill of Materials. 4) Place order with your distributor. Purchase material for a single project or order in bulk for additional savings - Rail & Module Clamps - Roof Attachments - Array Accessories L LISTED PV Mounting System 2703 March 02, 2017 Subject: Structural Certification for Proposed Residential Solar Installation. Job Number: 501R-030STIT; Plan Set: Rev A.1, Dated 2/28/17 Client: KOREY STITES Address: 4030 ZEPHYR DR, WHEAT RIDGE, CO, 80033 Attn: To Whom It May Concern A field observation was performed to document the existing framing of the above mentioned address. From the field observation, the existing roof structure was observed as Composition Shingle roofing over roof plywood supported by 2x6 Rafter @ 24" OC. The roof is sloped at approximately 14 degrees and has a max rafter span of 10' 9" between supports. Design Criteria: • 2012 International Building Code • Basic Wind Speed Vult = 135 mph (Vasd = 105 mph), Exposure C • Ground Snow Load = 30 psf After review of the field observation report, the existing roof framing supporting the proposed solar panel layout has been determined to meet or exceed the requirements based on our structural capacity calculations in accordance with applicable building codes. Therefore, no structural upgrades are required. If you have any further questions on the above for mentioned, please do not hesitate to call. Sincerely, Sage Lopez, P.E. Civil Engineer Sunrun, Inc 4g, P Ss�dNAL Exp. 10-31-2017 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Structural Calculations for the KOREY STITES Residence PV Installation Date: 3/2/2017 Job Address: 4030 ZEPHYR DR WHEAT RIDGE, CO, 80033 Job Number: Scope of Work 501 R-030STIT These calculations are for the existing roof framing which supports the new PV modules as well as the attachment of the PV system to existing roof framing. All PV mounting equipment shall be designed and installed per manufacturer's approved installation specifications. Calculation Index Sheet Description 2 Structural Geometry, Live Load, Snow Load, Wind Load, & Dead Load 3 Roof (1) Framing Check 4 Roof Attachment Check, Seismic Check, & Scope of Work Engineering Calculations Summary Code: 2012 International Building Code Exp. 10-31-2017 Exp. = C 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 ASCE 7-10 Snow Load: S = 30 psf Live Load: LL = 20 psf Wind: Wind Speed Ult. (V) = 135 mph PV Dead Load: PV = 3.0 psf Sincerely, �Pa �� ••'' . LSC �o �� - - Sage Lopez, P.E. 51 9 �� Civil Engineer-��;•, ;`� Sunrun, Inc �S�oNAtE�Xi Exp. 10-31-2017 Exp. = C 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.383.0993 Structrure Geometr Engineer: SVL Date: 2/22/2017 Job: 501R-030STIT Address: 4030 ZEPHYR DR WHEAT RIDGE, CO, 80033 2 of 4 Mean Roof Height, hn = 13 ft Eave Height, he = 8 ft Buiding Length, L = 77 ft Building Width, B = 44 ft Module Area = 20 ftZ Roof Pitch, 6 = 14 degrees Live Load: = 1.00 Roof Live Load, Lr = 20.00 psf Equation 4.8-1 Snow Load Ground Snow Load, pg = 30 psf Fig. 7-1 Snow Importance Factor, Is = 1 Table 1.5-1 Thermal Factor, Ct = 1.2 Table 7-3 Exposure Factor, Ce = 0.9 Table 7-2 Roof Slope Factor, Cs = 1.00 Figure 7-2c Flat Snow Load, Pf = Sloped Roof Equation 7.3-1 Sloped Roof Snow Loads, Ps = 22.68 psf Equation 7.4-1 Is the width of the roof > 20ft? Yes Drift Height, hd = 1.53 ft Figure 7-9 Roof slope for a rise of one, S 4.01 Pnet30 = Unbalanced Width = 8.17 ft Fig 7-5 V = 18 pcf Equation 7.7-1 Unbalanced Snow Load = 36.36 psf Fig 7-5 Wind Load: Zone 1 (psf) Zone 2 (psf) Basic Wind Speed (3s -gust), V = 135.0 mph Figure 26.5-1A Building Occupancy Category = 2 Walls - Exterior Table 1.5-1 Composition Shingle Exposure Category = C 39.0 psf Sec 26.7.3 2.0 Topographic Factor, KzT = 1.00 2x6 Rafter @ 24" OC Equation 26.8-1 Adjustment Factor, It = 1.21 Misc. (Ceiling, Insulation, etc.) Figure 30.5-1 Misc. (Insulation, etc.) Edge Zone, a = 3.20 ft Figure 30.5-1 Uplift (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = -29.20 -48.15 -72.35 Figure 30.5-1 Pnet = 0.6 x A x KZT x Pnet30) _ -21.20 -34.96 -52.53 Equation 30.5-1 Downward (0.6W) Zone 1 (psf) Zone 2 (psf) Zone 3 (psf) Pnet30 = 17.25 17.25 17.25 Figure 30.5-1 Pnet = 0.6 x A x KzT x Pnet30 = 12.52 12.52 12.52 Equation 30.5-1 Dead Load: Roof (1): Roof Walls - Exterior Composition Shingle 2.0 psf Brick 39.0 psf 5/8 OSB Sheathing 2.0 2x4 Studs @ 16" 2.0 2x6 Rafter @ 24" OC 1.0 Gypsum 3.0 Misc. (Ceiling, Insulation, etc.) 1.0 Misc. (Insulation, etc.) 2.0 PV System, Ppv 3.0 Total Roof DL = 9.0 psf Total Wall DL= 46.0 psf 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Engineer: SVL Date:2/22/2017 �K� Job: 501R-030STIT Address: 4030 ZEPHYR DR WHEAT RIDGE, CO, 80033 3 of 4 Roof (1) FraminE Check Roof Framing = 2x6 Rafter @ 24" OC Timber Species = Doug Fir -Larch #2 Max Beam Span = 10.75 ft b = 1.50 in d = 5.50 in Moment of Inertia, Ix = 20.80 in" Section Modulus, Sx = 7.56 in' Bending Stress, Fb = 900 psi Elastic Modulus, Emin = 580000 psi CD (Wind) CD (Snow) CLS CM Ct Wood Adjustment Factors: 1.60 1.15 1.00 1.00 1.00 CL CF Cfu Ci Cr 1.00 1.3 1.00 1.00 1.15 PV Tributary Width, Wp� = 2.75 ft PV Tributary Length, Lpv = 4.00 ft PV Tributary Area, At = 11.00 ft, PV Dead Point Load, PD = Ppv x At = 32 Ib Roof Distributed Load, wDL = 12 plf Load Case: 0.6DL + 0.6W (CD = 1.6) Roof Zone = 1 Pup = Pnet x At + 0.6 x PD x COS(e) = 214 Ib Mb(wind_up) = 371 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 371 OK Load Case: DL+0.6W (CD = 1.6) Pdown = Pnet x At + PD x COS(e) = 170 Ib Mb(wind_down) = 477 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF xCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (wind) = 1357 Ib -ft > 477 OK Load Case: DL + 0.75(0.6W) + 0.75S (CD =1.6) Roof Snow Distributed Load, wSL = 45 plf Psnow = Ps x At = 242 1 b Mb(wind_snow) = 835 lb -ft Fb' (wind) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi xCr = 2153 psi Mallowable = Sx x Fb' (snow) = 1357 Ib -ft > 835 OK Load Case: IDL +S (CD = 1.15) Roof Snow Distributed Load, wSL = 45 plf Psnow = Ps x At = 242 Ib Mb(snow) = 7731b -ft Fb' (snow) = Fb XCD XCLS XCM XCt XCL XCF XCfu XCi XCr = 1547 psi Mallowable = Sx X Fb' (snow) = 975 1b -ft > 773 OK 133 Technology Dr., Suite 100, Irvine, CA 92618 P 949.393.0993 Rafter Attachments: 0.6D+0.6W (Zone 2) Puplift = At x Pnet(2) = 365 Ib Connector Uplift Capcity per SnapNRack Test Results = 500 Ib 5/16" Lag Screw Withdrawl Value = 266 Ib/in Lag Screw Penetration = 2.5 in Allowable Capacity with CD = 1064 Ib Seismic Check: Engineer: SVL Date: 2/22/2017 Job: 501R-030STIT Address: 4030 ZEPHYR DR WHEAT RIDGE, CO, 80033 4of4 > 365 OK Table 11.2A - NDS > 365 OK %Increase = (Wtotal+ Warray) / Wtotal = 111352 *100%-100% = 1.80% ** 109384 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 Existing Dead Load: Solar Dead Load: Aroofexisting = 3388 ft2 Wpanel = 42 lb Wroofexisting = 20328 lb NUmpanel = 38 Awallexisting = 1936 ft2 Wpanel_tot = 1596 lb Wwallexisting = 89056 lb Wbos = 372 lb Wtotal = 109384 lb Warray = 1968 lb %Increase = (Wtotal+ Warray) / Wtotal = 111352 *100%-100% = 1.80% ** 109384 **The increase in weight as a result of the solar system is less than 10% of the existing structure and therefore no further seismic analysis is required. Limits of Scope of Work and Liability We have based our structural capacity determination on applicable building codes, professional engineering inspection and design experience, opinions and judgments. The calculations produced for this dwelling's assessment are only for the proposed solar panel installation referenced in the stamped plan set and were made according to generally recognized structural anlaysis standards and procedures. 133 Technology Dr., Suite 100, Irvine, CA 92618 1 P 949.393.0993 SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS TABLE OF CONTENTS PAGE # DESCRIPTION • SYSTEM SIZE: 10450W DC, 10000W AC • ALL WORK SHALL COMPLY WITH 2014 NEC, 2012 IBC, MUNICIPAL CODE, AND SE SERVICE ENTRANCE SOLAR MODULES PV -1.0 COVER SHEET • MODULES: (38) REC SOLAR: REC275TP ALL MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS.RAIL FF_ PV -2.0 SITE PLAN • INVERTER(S): • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2014 NEC. PV -3.0 LAYOUT (1) SOLAREDGE TECHNOLOGIES: SE 1000OA-US (240V) • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2014 NEC. MP MAIN PANEL o."... • RACKING: SNAPNRACK SERIES 100 UL; FLASHED L FOOT. • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY PV -4.0 ELECTRICAL SEE PEN D01. GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. PV -5.0 SIGNAGE • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. SP SUB PANEL STANDOFFS & • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. FOOTINGS • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G) AND 2015 LC PV LOAD CENTER CHIMNEY IFC 605.11.2. • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. • 9.4 AMPS MODULE SHORT CIRCUIT CURRENT.SM SUNRUN METER ATTIC VENT • 14.68 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a) & 690.8 (b)). I-----` FLUSH ATTIC VENT .I A. PM DEDICATED PV METER _ City of Wheat�de c PVC PIPE VENT - COMMUNITYDEVEIOP'MENT INVERTERS WITH 0 METAL PIPE VENT INV INTEGRATED DC APPROVED DISCONNECT AND AFCI T -VENT Reviewed for Code Compliance AC AC DISCONNECT(S) SATELLITE DISH DC �� Q_�3_�,;7 .-.- DC DISCONNECT(S) FIRE SETBACKS Ilam C.amai?r Date CB ValidRy of permit- Thr +ssuonrr olo prrmrt rn Jpbm specifirntM1ores optrrovW o •-�• COMBINER BOX HARDSCAPE and Con,putol,um shall not be o Pe 111 for, or an approval of, any vrob7nn to onyof r of,,y tV presuming to give oucharity to violate of cancel the povisiom of the gutdnq PfesumIn pro9(veOuthOr4 buildinaecode oncelth Grows oofthedwidi F_ —]INTERIOR EQUIPMENT — PL— PROPERTY LINE tales or other ordmonces of the City shall not be vatid. LE SHOWN AS DASHED sunrun J SCALE: NTS A AMPERE AC ALTERNATING CURRENT AFCI AZIM ARC FAULT CIRCUIT INTERRUPTER AZIMUTH ELECTRICAL CONTRACTOR VICINITYMAP COMP COMPOSITION 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 DC (E) DIRECT CURRENT EXISTING PHONE 303.577.6527 FAX 303.577.9629 m• - EXT EXTERIOR CUSTOMER RESIDENCE: FR FRAMING NTS R KOREY STITES �m .t LBW LOAD BEARING WALL 4030 ZEPHYR DR, WHEAT MAG MAGNETIC RIDGE, CO, 80033 t MSP MAIN SERVICE PANEL TEL. (303) 961-1601APN # 39-233-11-014 Y (N) NEW NTS NOT TO SCALE PROJECT NUMBER: ' 1 OC ON CENTER 501 R-030STIT - PRE -FAB PRE -FABRICATED a , W44trA, W44tnA- � w4.. PSF POUNDS PER SQUARE FOOT DESIGNER: 818.738.2318 - PV PHOTOVOLTAIC ROBERT BUSTAMANTE TL TRANSFORMERLESS Alk TYP TYPICAL DRAFTER: 'el 41 sl Ave W A5 stAve 4Q303eptytrtkive V VOLTS ROBERT BUSTAMANTE W WATTS SHEET REV NAME DATE COMMENTS W380,A- W3411,Av COVER SHEET - A.1 R.BUSTAMANTE 2/28/2017 PE REVIEW CHANGES REV: A.1 2/28/2017 WHEATRtb8E - nrff CONDOS Wheat Ridge PAGE PV -1.0 _ser SITE PLAN - SCALE = 1/16" = V-0PITCH TRUE MAG PV AREA " AZIM AZIM (SOFT) ® AR -01 14° 74° 65° 248.4 AR -02 14° 164° 155° 124.2 AR -03 14° 254° 245° 301.6 P� (E) FENCE P� v r (E) RESIDENCE PL P� P� P` 811E�AC PM AC SM INV SE A � (N) ARRAY AR -01 (N) ARRAY AR -03 , i sunrun ELECTRICAL CONTRACTOR 14, 4' �s. d- r 5- e Via. a a 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 O (E) GARAGE PHONE AX 3 3 303.577.6527 7 i 9629 7 m a °d a t ° .o CUSTOMER RESIDENCE: N ` KOREY STITES A 4030 ZEPHYR DR, WHEAT . ° d RIDGE, CO, 80033 q m q a- r TEL. (303) 961-1801 APN #:39-233-11-014 a .a PROJECT NUMBER: A4 a° a. ° a 501 R-030STIT a a ? a d' a '. an' , ' e ° e ' a' a ..' 818.738.2318 Dl a PL DESIGNER: ROBERT BUSTAMANTE DRAFTER: DRIVEWAY City 0f ROBERT BUSTAMANTE (N) ARRAY AR -02 (E) FENCE �g8,t Rit9t�� SHEET f SITE PLAN guildin9 Div.Son y REV: A.1 2/28/2017 PAGE PV -2.0 ROOF TYPE ATTACHMENT ROOF HEIGHT ROOF FRAME FRAME TYPE FRAME MAX FRAME OC ROOF EDGE MAX RAIL MAX RAIL DESIGN CRITERIA EXPOSURE MATERIAL SIZE SPAN SPACING ZONE SPAN OVERHANG MODULES: AR-01 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 10.-911 24" N/A 4'- 0" 2' - 1" REC SOLAR: REC275TP AR-02 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 81-9" 24" N/A 4'- 0" 2' - 1" MODULE DIMS: 65.5" x 39" x 1.5" AR-03 COMP SHINGLE FLASHED L FOOT. SEE PEN D01. SINGLE STORY ATTIC WOOD RAFTER 2 X 6 8'- 10" 24" N/A 4'- 0" 2'- 1" MODULE CLAMPS: 1 Portrait: 8.2" - 16.4" D1 - AR-01 - SCALE: 1/8" = V-0" Landscape: 4.9" - 9.8" PITCH: 14° MAX DISTRIBUTED LOAD: 3 PSF AZIM:74° ® 19'-6" 13'-2"-4'-7"--4'-11"- SNOW LOAD: 30 PSF WIND SPEED: 105 MPH 3-SEC GUST. 7-77 o` 4` LAG SCREWS 5/16"x3.5": 2.5" MIN EMBEDMENT `--- Z- -- 5'-10" 11'-4" -1-4- TYp - 0 ( NOTE: INSTALLERS TO VERIFY RAFTER SIZE, SPACING AND SLOPED - SPANS, AND NOTIFY E.O.R. OF ANY DISCREPANCIES BEFORE 0 o PROCEEDING. L/ PENETRATION SPACING: e- o © - o �� •' 'pA �Y� - FULLY STAGGERED O C� I o I J 0- 6" p�:• 6"-J 9'-4" 13'-2" - i- 4'-3" - — 6'-7" — -3'-1-6-7"—— 6-5" —1 / • - .....�lZ ONAL E 2" Exp. 10-31-2017 D2 - AR-02 -SCALE: 1/8" = 1'-0" PITCH: 14° D3 - AR-03 -SCALE: 1/8" = 1'-0" PITCH: 14° sunrun AZIM:164° AZIM:254° ® ®1, 9.. 6' 29'-7" 2'-4" — 14'-2" ELECTRICAL CONTRACTOR i 3' _ _ 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 _ PHONE 303.577.6527 FAX 303.577.9629 9_, 0 ___-.- O --_ 1.�. CUSTOMER RESIDENCE: 4'-9"_ -�4' TY P - KOREY STITES 4030 ZEPHYR DR, WHEAT -e- —e — o- 0 o RIDGE, CO, 80033 ® e- —® -G- 16'-5" TEL. (303) 961 -1801 APN #:39-233-11-014 —o-a- --0-40 PROJECT NUMBER: - 4'TYP - 0 501 R-030STIT DESIGNER: 818.738.2318 6"-J , ROBERT BUSTAMANTE 15'-11" DRAFTER: ROBERT BUSTAMANTE City of 1'-6" - 9'-10" - 1'-7" SHEET Wheat Ridge LAYOUT BUilding Divisor REV: A.1 2/28/2017 PAGE PV-3.0 120/240 VAC SINGLE PHASE SERVICE OMETER #: M XCEL 62 486 385 UTILITY GRID SUPPLY SIDE TAP 4 CONDUIT SCHEDULE 1 EXISTING 150A (N) LOCKABLE NEUTRAL GROUND 0 NONE NONE NONE CMAIN BREAKER BLADE TYPE (N) LOCKABLE (N) SUN RUN SOLAREDGE TECHNOLOGIES: SE 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 FUSED (N) DEDICATED BLADE TYPE CENTRON 4G 10000A -US (240V) (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4" EMT OR EQUIV. 1 (1) 6 AWG THHN/THWN-2 AC DISCONNECT PV KWH METER AC DISCONNECT METER 10000 WATT INVERTER JUNCTION BOX PV MODULES OR EQUIVALENT 2 1 REC SOLAR: REC275TP EXISTING °�•�' 4 O 4 °�-O 3 -3 s •-'�• -� + /f / (38) MODULES OPTIMIZERS WIRED IN (1) SERIES OF (19) ^-- MAIN `Y FACILITY PANEL _(Zj OPTIMIZERS AND (1) SERIES OF (19) LOADS OPTIMIZERS FACILITY _ GROUND 60A FUSE 240V METER SOCKET SQUARE D 250V METER SOCKET LOAD RATED DC DISCONNECT 0 SQUARE D 200A CONTINUOUS DU222RB 125A CONTINUOUS & WITH INTEGRATED RAPID SOLAREDGE POWER OPTIMIZER D222NRB WITH LEVER BYPASS 3R, 60A,2P 240V METER SHUTDOWN & AFCI P300 3R, 60A [MAX 10' FROM 120/240VAC 200A, FORM 2S - 120/240VAC UTILITY METER] [MAX 10' FROM UTILITY METER] [READILY ACCESSIBLE MEANS FOR RAPID SHUT DOWN] CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6 AWG BARE COPPER 1 NONE (4) 10 AWG PV WIRE NONE (1) 6 AWG BARE COPPER 2 3/4" EMT OR EQUIV. (4) 10 AWG THHN/THWN-2 NONE (1) 10 AWG THHN/THWN-2 3 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 6 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 EGC/GEC MODULE CHARACTERISTICS REC SOLAR: REC275TP: 275 W OPEN CIRCUIT VOLTAGE: 38.8 V MAX POWER VOLTAGE: 31.4 V SHORT CIRCUIT CURRENT: 9.4 A P300 OPTIMIZER CHARACTERISTICS: MIN INPUT VOLTAGE: 8 VDC MAX INPUT VOLTAGE: 48 VDC MAX INPUT ISC: 10 ADC MAX OUTPUT CURRENT: 15 ADC SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE: 10450 W SYSTEM OPEN CIRCUIT VOLTAGE: 19 V SYSTEM OPERATING VOLTAGE: 350 V MAX ALLOWABLE DC VOLTAGE: 500 V SYSTEM OPERATING CURRENT: 29.9 A SYSTEM SHORT CIRCUIT CURRENT: 30A NOTES TO INSTALLER: 1. 19 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE. 2. CONNECT SYSTEM VIA INSULATION PIERCING ON LOAD SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. Caa I ARFI I fl(`ATIf1M- INTERIOR AND EXTERIOR DC CONDUIT EVERY 10 FT, AT EACH TURN, ABOVE AND BELOW PENETRATIONS, ON EVERY JB/PULL BOX CONTAINING DC CIRCUITS. PER CODE(S): CEC 2016: 690.31(G)(3), 690.31(G)(4), NEC 2014: 690.31(G)(3), 690.31(G)(4), NEC 2011: 690.31(E)(3), 690.31(E)(4), IFC 2012:605.11.1.4 LABEL LOCATION: INVERTER(S), AC DISCONNECT(S), AC COMBINER PANEL (IF APPLICABLE). PER CODE(S): CEC 2016: 690.17(E), NEC 2014: 690A 7(E), NEC 2011: 690.17(4) I ARFI I nr ATIf1Nl- INVERTER(S), ENPHASE ENVOY ENCLOSURE (IF APPLICABLE). PER CODE(S): CEC 2016: 690.5(C), NEC 2014: 690.5(C), NEC 2011: 690.5(C) LABEL LOCATION: UTILITY SERVICE ENTRANCE/METER, OR AS REQUIRED BY LOCAL AHJ. PER CODE(S): CEC 2016: 690.12, NEC 690.56, NEC 2014:690.12, NEC 690.56, IFC 2012:605.11.1 INA l21Mr.T."rIla" III AC DISCONNECT(S), PHOTOVOLTAIC SYSTEM POINT OF INTERCONNECTION. PER CODE(S): CEC 2016: 690.54, NEC 2014: 690.54, NEC 2011: 690.54 I ARFI 10rATIr)KI- INVERTER(S), DC DISCONNECTS. PER CODE(S): CEC 2016:690.35(F), NEC 2014: 690.35(F), NEC 2011: 690.35(F) LABEL LOCATION: UTILITY SERVICE METER AND MAIN SERVICE PANEL. PER CODE(S): CEC 2016:705.12(D)(3), NEC 2014: 705.12(D)(3), NEC 2011: 705.12(D)(4) LABEL LOCATION: ADJACENT TO PV BREAKER (IF APPLICABLE). PER CODE(S): CEC 2016: 705.12(D)(2)(3)(b), NEC 2014: 705.12(D)(2)(3)(b), NEC 2011: 705.12(D)(7) LABEL LOCATION: PHOTOVOLTAIC AC COMBINER (IF APPLICABLE). PER CODE(S): CEC 2016: 705.12(D)(2)(3)(c), NEC 2014: 705.12(D)(2)(3)(c), NEC 2011: 705.12(D)(4) INVERTER 1 LABEL LOCATION: INVERTER(S), DC DISCONNECT(S). PER CODE(S): CEC 2016:690.53, NEC 2014: 690.53, NEC 2011: 690.53 NOTES AND SPECIFICATIONS: • SIGNS AND LABELS SHALL MEET THE REQUIREMENTS OF THE CEC 2016 AND NEC 2014 ARTICLE 110.21 (B), UNLESS SPECIFIC INSTRUCTIONS ARE REQUIRED BY SECTION 690, OR IF REQUESTED BY THE LOCAL AHJ. • SIGNS AND LABELS SHALL ADEQUATELY WARN OF HAZARDS USING EFFECTIVE WORDS, COLORS AND SYMBOLS. • LABELS SHALL BE PERMANENTLY AFFIXED TO THE EQUIPMENT OR WIRING METHOD AND SHALL NOT BE HAND WRITTEN, UNLESS PORTIONS OF LABELS OR MARKINGS ARE VARIABLE, OR THAT COULD BE SUBJECT TO CHANGES, SHALL BE PERMITTED TO BE HAND WRITTEN AND SHALL BE LEGIBLE. • LABEL SHALL BE OF SUFFICIENT DURABILITY TO WITHSTAND THE ENVIRONMENT INVOLVED. • SIGNS AND LABELS SHALL COMPLY WITH ANSI Z535.4-2011, PRODUCT SAFETY SIGNS AND LABELS, UNLESS OTHERWISE SPECIFIED. • DO NOT COVER EXISTING MANUFACTURER LABELS. CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS AS SHOWN (D MAIN PANEL (INTERIOR) FUSED AC DISCONNECT (INTERIOR) INVERTER LOCATION 110,GtllmAT �L21:j %Jl_1. ICE ENTRANCE 4030 ZEPHYR DR, WHEAT RIDGE, CO, 80033 sunrun ELECTRICAL CONTRACTOR 6040 WEST 91ST AVENUE, WESTMINSTER, CO 80031 PHONE 303.577.6527 FAX 303-577.9629 CUSTOMER RESIDENCE: KOREY STITES 4030 ZEPHYR DR, WHEAT RIDGE, CO, 80033 TEL. (303) 961-1801 APN #: 39-233-11-014 PROJECT NUMBER: 501 R-030STIT DESIGNER: 818.738.23181 ROBERT BUSTAMANTE DRAFTER: Of ROBERT BUSTAMANTE SHEET a9 SIGNAGE REV: A.1 2/28/2017 PAGE PV -5.0 SNAPNRACK C❑MPOSITI❑N L FOOT SNAPNRACK STANDARD RAIL SNAPNRACK C❑MP❑SI ROOF FLAS a' S.S. LAG SCREW ' 2,5' MINIMUM EMBEI SNAPNRACK L FOOT BASE SEAL PENETRA' UNDER BF APPROPRIATE ROOF RAFTER TYP, S.S. BOLT AND WASHER i. FLANGE NUT REVISION: NOTES: - 5/16" LAG BOLTS MUST EMBED 2,5' INT❑ ROOF STRUCTURAL MEMBERS/RAFTERS - TORQUE ALL 5/16' HARDWARE TO THE FOLLOWING: - SILVER S.S. 10-16 FT -LBS - BLACK S,S, 7-9 FT -LBS - RAILS CAN MOUNT TO EITHER SIDE OF L FOOT (UPSLOPE VS DOWNSLOPE) STEP 31 PLACE L FOOT ON TOP OF FLASHING AND TIGHTEN NUT STEP 2: SLIP ri A- [Tk- ❑VER :ASE :P 11 BOLT L FOOT �E TO ROOF WITH i BOLT TYP, FLASHED L FOOT MOUNTING P❑INT FOR USE ON COMP❑SITI❑N ROOF SURFACES WITH LOW TO MODERATE TILT \", oBuildingDivison RAILS CAN BE LEVELED UP TO 3' USING UP TO TWO LEVELING SPACERS AS SHOWN IN 'SERIES 100 RAIL LEVELING" THIS INFORMATION IS CONFIDENTIAL AND PROPRIETARY. ANY REPRODUCTION, DESIGNER G. McPHEETERS SCALE DNS PART # p E N DETAIL 01 FLASHED L FOOT REV DISCLOSURE, WITHOUT USE THEREOF IS EXPRESSLY * PROOFMADSTREAMENERGY CORPORATION.PERMISSION DRAFTER G. McPHEETERS DATE 120111 PEN-DO1 OF MAINSTREAM ENERGY CORPORATION. w A 4 City of j,C�Wh6a-tj?w riUNi DEVELOPMENT ie Building & Inspection :Services Division 7500 lilt`. 29`h Ave., Wheat Ridge, CO 80033 Office: 303.235-2855 * Fax: 3013-237-8929 Inspection Lige: 303-234-5933 4030 Zephyr Drive, Whe6t Rioe CO 80033 Mailing Address: if different than property address) Address: Same as above C!!y, State, Zi Architect/Engine"E-mail: Phone. a lorm"Ifflussm FOR OFFICE USE ONLY � Date: q- plawpermft# Man Rev 1 Contractors(;I License X.. 110035 +�. 253-720-4461 contractor E l Act • tward@solarcity.com Sub Contractors.* Electrical: Plumbing: Mechanical; W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other Laity Licensed Sub: City License # City License # Com Delgd&qn,of work: (Check all that apply) Q NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RES©ENTIAL 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 REPLACMENi ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X nTWCO IAV Install a 8.32 kW roof -mounted grid -tied soler PV system Sq. FULF Btu's Gatlons Amps Squares Other r April 21, 2016 RE: FICATION LETTER Project Address: Stites Residence 4030 Zephyr Drive Wheat Ridge, CO 80033 AHJ Wheat Ridge SC Office Denver Design Criteria: „ Applicable Codes = IRC 2012 / IBC 2012, ASCE 7-10, and 2012 NIBS Digitally1 - Risk Category = II - Wind Speed = 135 mph, Exposure CategoryC Cate: 2011 a. - Ground/hoot Snow Load = 30 ps (Unreduced) - MP c IP4. Roof DL = W, Roof LL/S[ = 30 psf -04'00' Version 56x.1- TOO gn by CHRIS KIM 0 .11 20:52:20 Note. Per IBC 1613.1,• Seismic check is not required becauseSs= 0.23116 c 0.49 and Seismic Design Category (SDQ = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from SolarClty. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the existing structure directly supporting the PV system Is adequate to withstand all loading indicated In the design criteria wave based on the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly Including all standoffs supporting It have been reviewed to be In accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. 0155 t, dr,arv, ewe Way .`pan Mateo, CA 94402 , t6501 638 - *28 (888) APPROVED , up)i,e t tri I field lns� ecfio (s Date, ,,,„ �( (,) ewr 'k. 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IN THE QC STRINGS IDENTIFIER T`nercxrFear 1 (1) Br 39�F', 2 PV BACITEED WWAKER AC (1) MeterK Ut 2Ringless (3)M NK X4977 -INT Top eator, 1 J12 — 1/0 AWG (1)CUTLER—RAMMERftcmwt 60A, 240ft Non—Fusbit NEMA 311 CGU—(1)dV trcd P60 �t00A, General Duty (OG) I.w�.w Existing Wes(� I + F I (1) wait Kit: 3/4" EMT(I)AWG r' (1) At . 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THE NENHERLANEV; RAEL www,solaredge us AC outpul conduit sim AWG range . ... . ...... .. . .. . mpnAconduit vze of strings t .. Mrnensrons with SafeVVS'V,1fth 1-111-11 11 it h coving .... ...... .. ... . Opt"afing Temperature r,,r- Rr"— ih%':OSOWNRI -40 P/N: so,—A� uy'WAWN aA e., 2 fiujw UL1741, UL1699B, UL1998, CSA 41.,2 eEEE' 15"17 FCC vaifl'5 dass P, d'ir se4 r= urn / 1 G-6 AWG r'A/4" n1r6olu5 / 8 AAC, rr,4,onuA/1,2 saris / 16-6 AWG 14-6 AWG 30'5 ..... ...... ......... .... .. 51'2 23�2 �A, 7 24,7 8Z A/ 4,U .... . . ... .... Fl at"ira convectm NWWra€ COMVNT, and lioenaf-am �wser mpiace&e) far, 4imer <25 d8 -13 to +1401'- 25 to +,60 40 to +,60, version, aoMzbW") ........... .. I., MIMW ir— t-5E7600A,UV0O2r4NRo. —n-,'U11W1QA O=iMWAi Single Phase Inverters for North America solar =*# SE3000A-US / SE3800A-US / SE5000A-US / SE600OA-US SE7600A-US I SEIGOGOA-US I SEI1400A-US @ N,,..�m;na'AC Power Outpw 3010t, MOO 50100 600(l 7�soo I 14001 �240V VA MaX, AC Powe f Output 5400 2, 0811 108'sO 208V 4171 601100 8350 12000 Pe - AC A1e.tput'Voitap Min, Nor-, MaXPI 1813, 2, p hi At- Output Voftage tVin,NoV1,-M3xJ" 211 240' 64 `Vac ... ........ 59, 3 60.i,[9 t Hi�c 94 n J 2 4 @ 2,08V 48 V 208V Mae, 4ontir'uou4 Output Corrent ................ 115 16 -15 32 (ai, z Ye, Maximom DC Powe(SM) 4050 5100 6750 8 0101 10250 1-3500 W 'U43x lnpv� )0u01adw, ......... ... ........ it 325 @ 208V4350@24 MV ...... .. ..... Max, inpui cuoenVo — �s @ 208V @ t09V 13 13 14,5 Adc .............. ..... . 140V ...... . C ................ Adt: Re, Ye, S kpWiisn Deta drorn 600k,a Sensiti,nty NA as clurninvorter Efficienc 97,7 98 9, 98 98 V., M. WexMed Effic"mcv 97,5 97 5, @ 2 0 8 V 4,7 it' ZORV 98 97S 9T5 97's la 99 ption 4 — ------ W At FEATURES supporte'rP rv3tYej,'1 nte'fo'es R-14851 RS2 17, Ethernet, ZtgBee �cipvorofl) ... . . .... .. . . ....... .... .... .. . ... .... ate Vi G'atjo Ciata' ANSI CIM .. ........... .. . ...... ...... ..... ..... ... or"Oonmill .... RarM Shutdown NCC 7,014 690 12 enAhied miler. ,..4irFi3pt rapid OiuH, own. kiT is AC outpul conduit sim AWG range . ... . ...... .. . .. . mpnAconduit vze of strings t .. Mrnensrons with SafeVVS'V,1fth 1-111-11 11 it h coving .... ...... .. ... . Opt"afing Temperature r,,r- Rr"— ih%':OSOWNRI -40 P/N: so,—A� uy'WAWN aA e., 2 fiujw UL1741, UL1699B, UL1998, CSA 41.,2 eEEE' 15"17 FCC vaifl'5 dass P, d'ir se4 r= urn / 1 G-6 AWG r'A/4" n1r6olu5 / 8 AAC, rr,4,onuA/1,2 saris / 16-6 AWG 14-6 AWG 30'5 ..... ...... ......... .... .. 51'2 23�2 �A, 7 24,7 8Z A/ 4,U .... . . ... .... Fl at"ira convectm NWWra€ COMVNT, and lioenaf-am �wser mpiace&e) far, 4imer <25 d8 -13 to +1401'- 25 to +,60 40 to +,60, version, aoMzbW") ........... .. I., MIMW ir— t-5E7600A,UV0O2r4NRo. —n-,'U11W1QA O=iMWAi FOR ICE USE ONLY e City of gate: r �t � �W "�Wh6atp, d ic F"iarntPnrr°��,,j COMMUNI-1Y DEVELOPMENT ,..,g c; ,. M�.. Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Plan Roview Office. 303-235-2855 * Fax. 303-237-8929 Inspection Line: 3033-234-5933 Building it Application Please tomplefooll hightlobted areas on both aid" of thliform-l"conviste awltaflons may not be Processol. Address: Property Owner"` (please print): AZ>4ey 17- -,-r Phone: Property Owner Ernall. Mailing ss(if different than property ,address Address: Q ; State, i Architect(Engin"rE-math Contractor: Contractors City License C _ ho Contractor E-mail Address: Sub do . SlectricalIjp,�k.4 Plumbing: Mechanical: Wk City License # W.R. City License # MR City License Other City Licensed Sub. Other City Lice Sub: City License # City License # Complete all information on BOTH sides of this form 2 2i 0f : 0 (Check all that apply) ADDITIONQ NEW COMMERCIAL STRUCTURE CIAL 'IAL ADDITION ; ELECTRICAL s y SERVICE UPGRADE k • A iP COMMERCIAL 146M1 ROOFINGRESIDENTIAL WINDOW "` "° LACEMENf .r. shed, deck, shed, deck, amount of raster'€a S to be used, e � r,411 kAW Sq. FULF Btu's Gall 9 ps Squares Other between Clifford R, Meier �w4jaj Pj *j I j ing aj, at r' *f the Couttv of _4 _j 1j, Q1, ol J�ta "Go Lot 5, Block 9, Melrose Manor, �.auttijv_#Ldeffars*n. State #jf Colorado "I III I'll MIAMI I INIII Hill !I # F"Ie vements thereon, It in the County of TOGETAER with all ana singular the nere Rama= <11 tv a Pp rwriancels-1 the reversions, remainders, rents, issues and profits thereof, and all the estate, right, title, Interest, claim lind demand whatsoever of the Grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances; TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the Grantees, and the Grantees' heirs and assigns forever. I n rPP tin qnd With srwft� carga0s, SW&K, MIS Tages, asaeswneflfb, "T 77677777 777 77 7=7777 7777, except and su"ct to: general taxes for the year 2015 and subsequent years; and those specific exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Grantee(s) In accordance with Section 8 (Title Insurance, Record Title and off -record title of the Contract to Buy and Sell Real Estate relating to the above described property; distribution utility easements (including cable TV); those specifically described rights of third parties not shown by the public records of which Grantee has actual knowledge and which were accepted by Grantee(s) in accordance with Section 8 and Section 9 (Survey Review) of the Contract to Buy and Sell Real Estate relating to the above described real property, inclusion of the property within any special tax district; and, the benefit and burdens of any declaration and party wall agreements, if any And the Grantor shall and will WARRANT AND FOREVER DEFEND the above described premises, in the quiet and peaceable possession of the Grantees, and to deirs and assigns of the Grantees, against all and every person or 4wfuHv c4ming t,�e wthole Or anart tlhereof, 1i`VH;ERE0F- 1,1.lne Gmntcor nas ex.Sc,-jt' It!a,""s Jeec 0 t1ne set fry above F seftr State of Colorado County of Jefferson PARAMOUN'r EA'G1N1-_'ERLVG, IN,(]. Mr. orev & Sara Stites 4030 Zephyr Drive Wheat Ridge. Colorado 80033 RE: Structural Review of Kitchen Remodel Project No.: 777-16-123 Dear Mr. & Mr. Stites; Paramount Engineering, Inc. has reviewed the kitchen remodel that was performed without a permit, stopped by the City of Wheat Ridge. Our review of the proposed work was related to the new 2-9 ',T' LVL beam supporting the roof over the new kitchen granite counter, The review was based on a visual review of the current site conditions and the finished structure. If the City requires a visual review of the framing, the Contractor is aware that the finish may be required to Ise removed to verify acceptable construction techniques. The 2-9 LVL header, currently spanning 13' clear is not sufficient to support the roof. We recommend that the header, currently supported on each end with 2-20 (North end) and the existing masonry pocket (South end) be supported by a new 40 wood post placed at the end of the counter, resulting in spans of 4' and 9' respectively. The new support and the support on the North end shall be blocked solid through the floor to new 2-2x4 -wood studs bearing on the existing 16" wide x 12" deep concrete footing located in the basement. The existing footing is sufficient to withstand the proposed loads. If you should have any additional questions or cornments, please feel free to call us at (303) 202- 6475. � 4 Sincerely; A, Paul F. Dalton, P.E., Pi&9id& Paramount Engineering, Inc. C_ A51 1, f ji 12-'� LAKEWOOD _Durapgo '700 4'ount1field Stsca S 6 275 2223 Main Memel, 107 I akck� ood, t iAorad o S02 Duranuo, (`r orado 813M Phone: 0'03 t 2,02,417 5 Phonc: (970) 94o-0652 . - t I'T #I 2 0 KM All dimensions _size designations given are subject to verification on job site and adjustment to fit job conditions. KITCHEN 2 BST36 W, 11 M "I This is an original design and must 'J L 0 IG I E Jf5 [d�" not be released or copied unless applicable fee has been paid or job order placed. I D�40W:FI,2/223J,20,t,5� Printed-, 1/28/2016 Siq�,' ed a n I Neste: This drawing is an artistic � "; D s ne b d: fl) f�lI 6B interpretation of the general LO ` appearance of the design. It is not meant to be an exact. rendition. � �°„ KITCHEN 2 1.Ali ` I Dr in #: I INSPECTION RECORD OccupancvlTvpe INSPECTION LINE: (303) 234 -5933 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. - I I L'r. Y I PECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Drywall Screw Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines al "Drai Water Service Lines 1 POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) rtment Plumbing (Underground) Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. Heating (Underground) Framing Insulation Drywall Screw al "Drai 1 inal rtment Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * * NOTE. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER .. r CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office, (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type, Job Address ya, 2Fel,l 5,e rah: Permit Number lc�2e7°1 r ❑ No one available for inspection: Time go r jpm I3 .G Inspe, DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE j/0 Building Inspection Division y / (303) 234 -5933 Inspection line :. (303) 235 -2855 Office * (303).237 -8929 Fax INSPECTION NOTICE Inspection Type r Job Address 5'o.3g 2VhVP- t9A . Permit Number 10 >7 �� ✓i ,�e�,!3, �iufv � da/,�ytr,°��.�- %'ry sc�` e6L 6 - ,(:KL.--- ... ...: L.Mf:. Z-- :-.... 1: --. T: .4'1d A R I tP58e1 " ' City of Wheat Ridge ]�� Residential Roofing PERMIT - 102677 PERMIT NO: 102677 ISSUED: 12/02/2010 JOB ADDRESS: 4030 ZEPHYR DR EXPIRES: 12/02/2011 DESCRIPTION: Reroof 30 sqs with 30 yr shingles * ** CONTACTS * ** owner 720/898 -5328 Meier sub 303/340 -8979 02 -0420 A- Professional Service Co ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0328 BLOCK /LOT##: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 8,216.00 FEES Permit Fee 188.45 4§ Total Valuation .00 Use Tax 147.89 ** -TOTAL ** 336.34 d Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. 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 and that all work to be performed is disclosed in this document and /or its' accompanying approved plans and specifications. Signature of// OWNER or CONTRAJFTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature Date INSPECTION REQUETY LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. by �� City of Wheatf d Date: CommuNiTY DEVELOPMENT Plan # Building & Inspection Services Division Permit # 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 -234 -5933 Building , Permit Application aropetfy Add'res && '0,30 Property Owner (please print): Phone: Mailing Address: (tf different than property address) Address City, State, Zip tro�: ff cL' 492 Contractors City License #: zo//Zo Phone: 3 — t yV —9 9 7 Z Oub;Contractgzia' Electrical: Plumbing: Mechanical: City License # City License # City License # ZO y2v be 214y,,P— Squares BTU's Gallons Amps Sq Ft. ® a Review Fee (due at time of submittao: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONT/ R) or (A UT PRINT NAME. _. � I (CONTRACTOR) Bldg Valuation: COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 16880 BUILDING INSPECTION LINE -(503-254-5938) Date : 4/2/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: RAY MEIER Property Address : 4030 ZEPHYR DR Phone : 720-898-5328 Contractor License No. : 18278 Company : TUFF SHED INC Phone : 399-8833 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the selback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictlons 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 applicalion, and that I assume full responsibility for compliance with the W heal Ridge Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (O W NER)(CONTRACTOR) Description : DETACHED GAR,4GE. 24 X 30 Construction Value : $16,000.00 Permit Fee : $344.90 Plan Review Fee : $224.19 Use Tax : $192.00 Total: $761.09 UsyCZ Aft~ 03 BUILDING DEPARTMENT USE ONLY Zoning C,vromeo'ts:; Approval : TRC Zoning : R-2 Bulldtrig Comments:;, Approval: MS Ru~l~~`~:o{I~Cct~raman'ts: ; Approval: Occupancy: Walls SIC : Sq. Ft. : Pdease Note: o ~ro er; OK. 26 MAR 04 pwner I conhactor is responsVblnenror ts'acaot c~ing to tl~ ~ lines and constructing imp o ypproved plan and required devclopment standards. OK The City is net responsib~ inaccurate any const~u~uan~ submitted within ihe P errors resulting from inaccurate information• Roof Electrical License No Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in acwrdance with the provisions set (orth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall ezpire i! (A) the work authorized is not commenced within siocty (60) days from issue date or (B) the building authorized is suspended or abandoned (or a period of 120 days. (3) If [his pertnit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment ezceeds one (1) year, (ull fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a dreinage problem. (5) Contrector shall notify the Building Inspedor Rventy-four (24) houro in atlvance for all inspections and shall receive written appmval on inspection caN before proceediing with successive phases ot Ihe job. (6) The issuance of a permit or the approval of drewings and speciflcations shall not be constmed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulalion. Cl~ Oi Y'annf ~@ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. o~ W"E4r COMMUNITY DEVELOPMENT DEPARTMEN'"f BUILDING INSPECTION LINE - (303•234-5933) " CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE C~~ ORP~ WHEAT RIDGE, CO 80033 •(303-235•2855) Building Permit Number. " Date: APPLICATION Property Owner: PropertyAddress: q6,3c, Z~LL~/Z-Df2. Contractor License No.: Company: OWNEIUCOHfRAC70R SIGNATURE OF UNDERSTANDING AND AGREEMENT Lv 1~ont C~fS~~ 3J3 3 1`bc 23 22 Phone: ?Zc=~ -$5$ 532FC Phone: ~3.~~.,gss33 575c ~ I hereby certify that the setback distances proposed by mis penil application are accu2te, an0 do not vioWte applicable ortlinances, rules or reguiatipis ol the City of Whea( Ridge or covenants, easements or resUictions of record; that all measu2ments shown, and allegalions made are an.vrate; ttwt I have read and agree to abide by afl conditions pnnted on tlha applica6on and ihat I assume lull responsibiliry fw compliance wilh the Wheat Rdye Building Gode (U.B.C) and atl olher applicable Wheat Ridge ces, for woAc under ihis permit K (OWNER)JCONTfiACTOR): SIGNED ~DATE 3 _ I 'i O,/ (OWNER)(CONTRAC6R): PRINTED 1J0 FC DATE 3•-~5 •c~ Construction Value: Permit Fee: $ Plan Review Fee: $ Use Tax: $ Totai Fee: $ DESCRIPTION: 'D¢-7d7dxe,-( P1are Nok: VMIIECIMf~fisM~..~ _ yvm.ujo lrn ZONtlIG CpAMENTS: Approval: Zoning: D,Z i~ BUILDINGCqIMENTS: Approva ~ W&JC WORI(5 COAIMEMS: Approval: Occupancy: Walls: license No: - ~ry~u~.uuGVG ~L The CiIY i3 ~~ies- ponsible for inacc ' [ gt~d°`~" submitted withtq the p~ set and any conshvc~a crrors cesu! ' c~ °nm inaccw-a:e ;r.i'rr aztion. Roof: Stories: Residenbal Units: Na: Mechanical License ---r-I• "mpany: Company: Expiration Date: Expiration Date: Eupiration Date: Approval: ApprovaL• Approval: (1) Thh pemil wu Iswedln accordma wNh tM proHSbnt set IoM M your applkalbn an01t wb aM BuiWNp toda ol Whert id0pe, Colorado or my dhw applkabN aNinancn d the CNy. ~ ta M~ Im oi the Stne ol Cdorado ~n0 ta M~ Zanlny Rpu4tion~ (2) 1hN prmll th W"qn tlIA) the work auUortzep it nat carvneMM wyhln shcty (80) yp 6pm hwe Oab a(8) the Ouildnp auMalzM h wspwWop w aban0oned fa a DrbE W 120 Aays. . perrolt (3) p~4ns aM aWn+. a nw+DM~ nyY M acpWnd far a iM a/ mMatl the amounl nomW1 rpuind. Dm+WM no Uanqt hrve Ean w wiW M mn0e In Ms oriyinL WMRcalbm and any rsqnslon wabandonmml hai ml uatlM om (1) Yw. II Uanqs haw Mn a M smpnalon a abandoxnwrt a<eMt ono (1) Yur. IuP tas NY b Daid for a aew prnilt . No wM d my mnnr MY W Oone ihM MII chanp, tlw namral Ilmw olwtlr uuaYp a ENnape PmMan (5) Cantraa« sAY nolYy the BuNAMp InsDecta tWWb-IOW (24) houn In advana M all intpMbnt and Mag ncWe wMtlm WPmtl on NsVecdon rard DNwe payWnq rMh wapNw phnn W N*Jo0. (6) TM bwame ol a prmN w the approval d OnwMps md apsciflutWna ahall nwt De conaW e0 b Ea a penM1 Iw, nw an approv+l W, any vblalbn o1 Ne provisionf ol the buiMing codes or any oNa wdinanct, law, rvle or reyWation. Chiet Building Inspedor 0 ~ 0 ~ SliM02 re Directions oZe~ OQ, 1. Fill in the blanks on pages 2 and 3 with dimensions w~~nT e(~ ~cc33 and mateiials which wil] be used to build the structure. Please printlegibly. 2. Indicate in the check boxes on page 3 which detail from page 4 will be used. Note: Heated garn;es will reqiiire special provisionr. Dimension 30 Locate and Indicate rafter or detail bracing ~ . truss direction ~-i'2ai2T}~ JaGarege is not heatetl Show door and window header sizes and location and size of landing in front of door Floor ~ slope 31/2" minimum concrete slab ~ ~ Rp~E P ~Z x!! hea er 's"S ect t Fi 1d 1nsF (example: (2J 2 x 10 Note: It roof trusses or rafters bear on header, special header design may be required Double 2x4 or 2x6 trimmers each - end of overhead door header Garage door opening Garaae door opening width ~ ~ D'unension*f4b ~ Wheat ~ Dimension*J. This handeut was developed by the Coloratlo Chapter oi the International Code Council as a basic plan submittal under the 2000 Int=mational Residential Code. It is not int>nd=d to cover ali circumstances. Check with your Department of Building Saiety for additional requirements. . - R-- - PLEASE SEE TRUSS DESIGN ~~-4-== ' C. he ' (esemye: 2 x 70 Rehers Spece .J (esBmple• 7 Ra ~ Provide roof tie downs and solid 2r, blocking between ratters or [russes Note: Pre-engineered roof Vusses w/h uss clips and hardened nails may be used in lieu of roof structure shown. Diac~onal wind bracing or plywood shear panels C'comers ai5d each 25' of•wall. 2 " CDX Roof covering s ~~.T . ' . . . . ~I`Ins liziruluul wus 11evuluprl ;Is ti Ij~J ic.~,ltin sulm~tll'<il.i.uirlerihc.'GOOqlyd~rnili~iii~ill-i~ II is nUPinlr ndi il lo r,ovcr ill 'f":lir r,l< wilh `tlu loi ulilil.iuriil i(~'Jruiiiiirnls. ]2 pitch : 4 D @ 2J'O.C.) Double 2x . a top plate (HFBp)PIL+: i F B) $17aR2813 (axample:23'5] Ceilingheight lrxemple: n? 3iduig_ _ 1/ 2" 4 X 8 DURATEMP TNall sheatliing T-Ir I I I !r'1/2"4X8DURATEMP 2x 4 _Studs (@ai~ 16 " C).C.: ~ fex8n11Je2 s G•a °Y O.C i (;oyii. 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SLq&REINFORCEMENT: WWF BX61N10zW10 CONFORMWG TO ASTM 82 AT:MIaDEPTH OF SLAB. 2. TOP OF SLAB 70 8E B" MIN. ABOVE GRADE. 3. WNDISTURBED: NATURAL, CONIPETENT SOIL, OR PROPERLY COMFACTED STAUCTURAL FILL. 4. GONGRETE: NfINIMUM 28 DAY COMPRESSIVE 57RENGTH, Pc = 2506P51. , 5.:RE9NFORCINGSTEEL: A695, GRADE 40 OR GRqDEBO. 6. SEISPoIIC ZONES 7 &2: A. ATTACH 2":X 4" PRESSURE TREATEDSOLE PLATE'TO THE FOOTING USING 1DIAMETER X 70" LONG''J' A?JCHORTIOLTS,NUTS,-AND WASHERS. B. ANCHOR':BOLTS SHAC1 BE LMgEDDED AT LEAST 7" INTO THE CONCRETE AND SHALL BE ruPACED NOT MORE -TiHAN 4';O.C. C. TWERE SHALL $E AWfN1MUM OF 2$OLTS PER 81LL PLATE PIEGE WITH 1 80LT LOCATED . NOT Ai10RETHAN 12" NOR LfSS THAN.7 BOLT DIAMETERS FROM EACH END OFEACH PIECE. ~aesws~se~,,.. Y~ ~~3..)~ ~J . . . . . . . . Residential Worksheet (SF/Duolex) Submittal Copy of Deed Address: "-zh Zoning: Q•Z ~ Lot Ize: 11(p (Q2 sq. Lot Width: 8c)_ ft. Maximum Lot Coverage: 40 % 4(m• Lsq. ft. Proposed Improvements: Existing Improvement(s): House: sq. ft. House: 11o3p sq. ft. Addition to House: sq. ft. Shed: sq. ft. *Shed: sq. ft. fT-Beiaehe&(',arage: Sl6 sq. ft. Detached Gazage: 71,p sq. ft. Other: ZbZ sq. W•~x(,li• Proposed Lot Coverage: (Total) Z(p. Zft sq. ft. N Z Required Setbacks: FR 30 - S ( O S (0 R Provided Setbacks: FR StD6+ S lo R lJ Maximum Height: ~S ft. Proposed Height: ft. Maximum Size: (vQp sq. ft. Proposed Size: 120 sq. ft. Access Notes ~ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement inro the site shall be surfaced with concrete, asphalt, brick pavers or similar maierials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshce driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f not allowed. Landscanin¢ Notes For one-and two-family dwellings, ane tree for every 70 feet of street frontage is required. ] 00% of the front yard and 25% of the ent've lot must be landscaped prior to issuance of C.O. Plan (to scale) '4~ Elevations 1-1 Use: W-12. • Property in the flood plain? 140 Street trees required: Street trees provided: y w c tj ~ N 1 W~ ~ a O M h 0 ! 1 LAM o ==h f+ "^a N~ I i .E ! AQ; i ' o ~Hpl N ~p V~ V, t% t l~ p N Q QC 3 jn I N I Q {nl I Cf' J 4 1 ' I O~ V O' VI ~ ~ h 0 p h U h Q 4> 1~.' L I V kti 43 (za kc ~ dC) k Zl N C i ~ 3 1z: c~ ni~t7v a p°~h J~ Z ~~q _ 1S