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HomeMy WebLinkAbout3994 Eaton Streety { OWNER (720)1398-9711 MORANDE SCOTT A SUB (303)532-8100 Gary Moore PARCEL INFO 170009 American Technologies Inc. *** *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS,OLI BLOCK/LOT#: UA / Unassigned FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 Total Valuation FEES Use Tax 0.00 Permit Fee 420.00 ** TOTAL ** 362.80 782.80 *** COMMRNTQ *** ' * ,' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: * * * CONTAC m ++.. City of Wheat Ridge Residential Roofing PERMIT - 201704604 201704604 3994 Eaton ST ISSUED: 07/21/2017 Residential Re -roof to install asphaltEXPIRESshingles with 0342sq. *** C"nT\TnTTTn1, ­ Effective December 1, 2014, asphalt shingle installations require inspection, conducted when 25-75 approval. Installation of roof sheathing of the roof covering is an approved midroof Numanum g (new or overlay)g installed, prior to final prior to installation of ANY roof coverings and is require on the entire roof or board installation requires an approved inspection required to be fastened toYtheproofdeck with a when spaced exceeding one half inch exists. Asphalt shingles are water shield is required. Eave and rake metal is required. 6 the roof eld and secured in nails per shingle. Ice and Roof ventilation is required place is required to be `� ladder extending 3 feet above provided for all roof inspections. installation instructions whichever p Y with applicable codes and/or of elasation c instructions uctsimions is more stringent. In order to manufacturer e roof manufacturer technical representative stating a letter of inspectionaandss aafinal inspection address) has been a g that "the application roof at from the material brand name)applied in accordance with the installation instruction for (roof at (project roof covering" is required to be on site at the time of final f inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection report will be collected atfinalrroofninscection1 performed formed by City of ll be required Wheat Ridge. If report is not available the final inspection will not be com the 3rd pleted. ` —7 e (4 INSPECTION RECORD INSPECTION ONLINE FORM: http://Www.cl. L ea rl ge- o -u insp ctlon INSPECTION REQUEST ill not be performed unless this card is postedonthe projeess ct site. Inspections w echo **Request an inspection before 11:59 P.M. (midnight) to receive an inspection Inspector Must Sign ALL Spaces pertinent to this project Inspector Comments oundation inspections Date Initials ier :oncrete Encased Ground (CEG) oundation I P.E. Letter roval Of The Above Inspe Do Not Pour Concrete Prior To Ap Inspector Comments Jnderground/Slab Inspections Date Initials Dectrical Sewer Service Plumbing Do Not Cover U Rough Inspections 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 round or Belowll n pec oWork Prior To Date Initials Landscaping & Parking I Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors al Of T eh Above Ins Comments Inspector Comments Date Initials Inspections from these entities should bd paQkingted one week in advance. For landscaping 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. k Final Building Public Works, Fire and Building before a Certificate NOTE: All items must be completed and approved by Planning, anc is issued. Approval of the Final Building inspection does not fr m the —Fire D authorization and eleoroal lowancy volt voltage of occupancy *For low voltage permits — Please be sure that rough inspections are comp by the Building Division. Is Not Permitted Until A Certificate of Occupancy Is Issue Occupancy protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201704604 PERMIT NO: 201704604 ISSUED: 07/21/2017 JOB ADDRESS: 3994 Eaton ST EXPIRES: 07/21/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 34 sq. *** CONTACTS *** OWNER (720)398-9711 MORANDE SCOTT A SUB (303)532-8100 Gary Moore 170009 American Technologies Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2412 / LAKESIDE, STEWART GARDENS, OLI BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00 FEES Total Valuation 0.00 Use Tax 420.00 Permit Fee 362.80 ** TOTAL ** 782.80 *** 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. A s City of Wheat Ridge Residential Roofing PERMIT - 201704604 PERMIT NO: 201704604 ISSUED: 07/21/2017 JOB ADDRESS: 3994 Eaton ST EXPIRES: 07/21/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles with 34 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 le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be erfgoyx�ed-t�disclosed in this document and/o fits' accompanying approved plans and specifications. X I7 Signature of OWNER o pn the C(Circle one) Date I . This permit was issued b ation provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or 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 any ordinance oor' regulatio of this jurisdiction. Approval of work is subject to field inspection. V.rAR itl.JY1._ A Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz From: no-reply@ci.wheatridge.co.us Sent: Thursday, July 13, 2017 8:59 AM 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? L(L��- 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 3994 Eaton St. Scott Morande 720-398-9711 moranderacing@msn.com 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 American Technologies, Inc. Contractor's License 170009 Number (for the City of Wheat Ridge) Contractor Phone 303-241-4353 Number Contractor Email Address joe.starman@atirestoration.com Retype Contractor Email joe.starman@atirestoration.com Address DESCRIPTION OF WORK Are you re-decking the No roof? Description of Roofing Asphalt Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 34 material selected above? V/ 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 34v roofing material for this project Provide additional detail standard pitch here on the description of 2 work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract $20,000 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 Joe Starman Email not displaying correctly? View it in your browser. 3 978-C Park Street Oregon, wl 53575 CLAIM NO.: PQ0648 ReirispectionX Policy No.: Y51055 Scott & Janet Morande Date of Loss: 05/08/2017 3:00 PM 3894 Eaton St Wheat Ridge CO 80212 Type of Loss: Windstorm Damage Home phone: Deductible: $1,000.00 Business phone: Year Built: Cat No.: Mobile phone: (720) 393-9711 Bus. Fax: Contact: Adjuster: Rod Buvens Phone: Loss address: 3994 Eaton St Email: rodbuvens@gmaii.com Wheat Ridge CO 80212 Status: 0 Claim Opened Age:21d 06h Assignees: Originated: 05/2712017, 2:46 AM by Rod Buvens (Rod Buvens) Created: 05/27/2017 Assigned: Policy Type: Home Owner Building Received: Contacted: Renewed: 3 time(s) Inspected: Estimated: Effective from: 03/01/2017 to: 03/01/2018 Approved: Job Started: coverage Limits Deductible Reserve Structure $506,000.00 Completed: Closed: Outbuildings/APS $50,600.00 Overall risk condition: Excellent Contents $253,000.00 Trailer $1,500.00 SOURCE AND DATE OF ASSIGNMENT: Notice of this assignment was received On May 10, 2017 Contact was made with the insured on May 11, 2017. Inspection completed on May 17, 2017. Claim PQ0648 Page 1 of 87 05/29/2017 978-C Park Sheet Oregon, hN1 53575 Description Coverage quantity Unit Price Per I RC Age/Ufa Depreciation ACY ESTIMATE: Structure (Rod BuvenS) Claim #PQ0643, Scott & Janet Morande L* In progress A ROOFPLAN: Main Roof Main Roof k3Main Roof Roof area: 3,465.66 SF Squares: 34.7 SQ Soffit: 564.16 SF hTM 'Y Gutters: 270.51 LF Ridge: 67.52 LF lr 1 Bid Item, Structure 1 $300.00 EA $300.00 $0.00 $300.00 Te mpora ry Allowance, Repairs Covering 2 Q For temporary tarping at skylight and turtle vent. Story SHINGLES 13.40 $15.19 SQ $203.55 919 $152.66 V $50.89 Height 2 Tear Out - Structure 34.65 $45.34 SQ $1,571.03 9130 $471.31 $1,099.72 Shingles, Covering 2 Laminated/... Story Good 7 Replace - Structure 16.09 $23.81 SQ $383.10 3 Replace - Structure 34.65 (38.12) $203.45 SQ $7,459.38 9130 $2,237.81 11 $5,221.57 Shingles, Claim PQ0648 Page 21 of 87 Laminated/... Good Lj Includes 10% waste on material quantity. 4 Replace - Structure 117.04 (128.74) $4.60 LF $572.32 9130 $171,701/ $400,62 Ridge Shingles Fiberglass, Laminated Q Includes 10% waste on material quantity. STEEP / HIGH / ADDITIONAL LAYERS 5 Tear Out- Structure 13.40 $13.52 SQ $181.17 9/9 $135.881/ $45.29 Height Allowance, Roof Covering 2 Story 6 Replace - Structure 13.40 $15.19 SQ $203.55 919 $152.66 V $50.89 Height Allowance, Roof Covering 2 Story UNDERLAYMENTS 7 Replace - Structure 16.09 $23.81 SQ $383.10 9120 $172.4011 $210.70 Felt, 15LB 8 The quantity of felt has been reduced by the amount of ice and water shield used. Claim PQ0648 Page 21 of 87 05/29/2017 978-C Park Street Oregon, VN 53575 Description Coverage Quantity Unit Price Per I RC I Age/1 ife Depreciation ACV ESTIMATE: Structure (Rod BuvenS) Claim #PQ0648, Scott & Janet Morande In progress 9 Replace - Structure 309.35 (324.82) $6.79 LF 12.167.78 9125 i78o_40 ai aA7 1A Ice/Water Shield Double Layer Q Includes s% waste on material quantity. VENTS AND FLASHINGS 10 Tear Out - Structure 137.98 Drip Edge (Rake Only) Aluminum, Pre -Finish Color 11 Replace - Structure 137.98 (144.88) Drip Edge (Rake Only) Aluminum, Pre -Finish Color C] Includes 5% waste on material quantity. 12 Tear Out - Structure 270.51 Drip Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5 13 Replace - Structure 270.51 (284.04) Drip Edge (Gutter Apron) Aluminum, Pre-Finlsh Color, 5" 0 Includes 5% waste on material quantity. 14 Tear Out - Structure 38.84 Valley Hashing, Galvanized Steel 15 Replace - Structure 38.84 (40.78) Valley Hashing, Galvanized Steel Q Includes 5°/6 waste on material quantity. 16 Tear Out - Structure 1 Chimney Hashing Medium 17 Replace - Structure 1 Chimney Hashing Medium Claim PQ0648 $0.47 LF $64.85 9120 $29.181/ $2.13 LF $300.25 9/20 $135.111/ $0.47 LF $127.14 9120 $57.21 V/ $1.74 LF $477.86 9120 $21-5.041( $1.44 LF $55.93 9125 $20.131/ $3.74 LF $148.44 9125 $53.44 V $24.34 EA $24.34 9125 $8.761( $288.35 EA $288.35 9125 $103.81%( Page 22 of 87 $35.67 $165,14 $69.93 $262.82 $35.80 $95,00 $15.58 $184.54 05/29/2017 I 978-C Park Street Oregon. WI 53575 Description Coverage Quantity Unit Price I Per I RC Aga/Life Depreciation ACV ESTIMATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Morande in progress 18 Tear Out - Structure 5 $18.60 EA $93.00 9/20 $41.85 d $51.15 Skylight Flashing Kit Large 19 Replace - Structure 5 $147.17 FA $735.85 9/20 $331.13 1I $404.72 Skylight Flashing Kit Large 20 Tear Out - Structure 3 $7.33 EA $21.99 9125 $7.92 V $14.07 Flashing, Plumbing Vent Plastic 21 Replace - Structure 3 $23.28 EA $69.84 9125 $25.14 d $44.70 Flashing, Plumbing Vent Plastic 22 Tear Out - Structure 1 $9.90 EA $9.90 9/25 $3.56 V $6.34 Roof Vent, Box Plastic, 12"x12" 23 Replace - Structure 1 $43.21 EA $43.21 9/25 $15.56 v/ $27,65 Roof Vent, Box Plastic, 12"x12" 24 Tear Out - Structure 1 $3.16 EA $3.16 9/25 $1.14 If $2.02 Vent Cap, Furnace Aluminum, 6" 25 Replace - Structure 1 $56.99 EA $56.99 9/25 $20.52 pI $36.47 Vent Cap, Furnace Aluminum, 6" 26 Tear Out - Structure 1 $9.38 EA $9.38 9125 $3.38 V $6.00 Roof Vent, Turbine Large 27 Replace- Structure 1 $112.03 EA $112.03 9/25 $40.331/ $71.70 Roof Vent, Turbine Large 28 Tear Out - Structure 2 $10.12 EA $20.24 9125 $7.29 V $12.95 Vent, Dryer/Exha... Aluminum 29 Replace - Structure 2 $38.67 EA $77.34 9/25 $27.84 51/ $49.50 Vent, Dryer/Exna... Aluminum 30 Tear Out - Structure 1 $6.64 EA $6.64 9/25 $2.39 51/ $4.25 Chimney Cap Metal w/Spark Arrestor 12" Claim PQ0648 Page 23 of 87 05/29/2017 r 978-CPark Street Oregon, WI 53575 Description Coverage Quantity Unit Prke Per I RC I AgeJLifa I Depreciation ACY ESTIMATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Morande In progress 31 Replace - Structure 1 $120.67 FA $120.67 9/25 $43.44V $77.23 Chimney Cap Metal w/Spark Arrestor 12" 32 Tear Out - Structure 2 $3.16 FA $6.32 9/25 $2.28 Rr $4.04 Vent Cap, Fumace Aluminum, 8" 33 Replace- Structure 2 $64.91 FA $129.82 9/25 $46.74V/ $83,08 Vent Cap, Fumace Aluminum, 8" 34 Tear Out - Structure 5 $53.22 FA $266.10 9/18 $133.05 1/ $133.05 Skylight, Fixed Large 35 Replace- Structure 5 $412.49 FA $2,062.45 9/18 $1,031.23f/ $1,031.22 Skylight, Fixed Large GUTTERS / DOWNSPOUTS J FASCIA 36 Tear Out - Structure 270.51 $0.57 LF $154.19 9/18 $77.10 1/ $77.09 Gutter, Seamless Aluminum 5" 37 Replace - Structure 270.51 (284.04) $6.32 LF $1,749.40 9/18 $874.7011 $874.70 Gutter, Seamless Aluminum 5" Q Includes 5% waste on material quantity. 38 Tear Out - Structure 84.00 $0.05 LF $4.20 9/9 $3.151( $1.05 Height Allowance, Gutters 39 Replace - Structure 84.00 (88.20) $0.23 LF $19.32 9/9 $14.49// $4.83 Height Allowance, Gutters El Includes 5% waste on material quantity. 40 Tear Out - Structure 122.00 $0.76 LF $92.72 9/20 $41.721{ $51.00 Downspout, Aluminum 2"YY 41 Replace - Structure 122.00 (128.10) $3.86 LF $483.67 9/20 $217.650/ $266.02 Downspout, Aluminum 2"x3" (] Includes 5% waste on material quantity. 42 Tear Out - Structure 270.51 $0.50 LF $135.26 9/20 $60.87 4/ $74.39 Gutter Screens Good Claim PQ0648 Page 24 of 87 05/29/2017 978-C Park Street Oregon, VVI 53575 Description Coverage quantity unit Prime Per I RC Age/Life Depreciation ACV ESTIMATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Morande i in progress 43 Replace - Structure 270.51 (284.04) $4.04 LF $1.116.27 9120 i5n2_-i2 t/ 4;114 9r Gutter Screens Good Q Includes 5% waste on material quantity. ADDITIONAL ITEMS $446.07 EA $446.07 910 $0.00 $446.07 Main Roof - Subtotal (551tems) $24,850.14 44 Rem/Reset - Structure 1 $56.25 EA $56.25 9/15 $33.75 d $22.50 Satellite Dish, $24,850.14 $9,577.52 $15,272.62 A EXTERIOR PLAN: Exterior Plan $1.83 LF $124.44 Mini $112,00 Front Elevation 45 Rem/Reset - Structure 1 $473.12 EA $473.12 9115 $283.879/ $189.25 Cooler, $10.79 Front Elevation - Subtotal (31tems) $1,008.98 $100.90 $908.08 Evaporative (Swamp) 46 HVAC Bid Struchire 1 $259.65 LS $259.65 9125 $93.47'/ $166.18 (Q To repair panel at evaporative cooler. 47 Rem/Reset - Structure 330.00 $5.12 SF $109.60 9118 $844.80 $844.80 Solar Panel Only, per SF DEBRIS REMOVAL 48 Dumpster 40 Structure 1 Yard $446.07 EA $446.07 910 $0.00 $446.07 Main Roof - Subtotal (551tems) $24,850.14 $9,577.52 $15,272.62 Main Roof - Subtotal (55 items) $24,850.14 $9,577.52 $15,272.62 Main Roof - Subtotal (55itwu) $24,850.14 $9,577.52 $15,272.62 A EXTERIOR PLAN: Exterior Plan $1.83 LF $124.44 1110 $12.44 $112,00 Front Elevation 49 Paint -Siding, Structure 831.00 $1.05 SF $872.55 1110 $87.26+4 $785.29 Painting Siding, Rough Surface, 2 Coats, Average 50 Paint -Fascia, Structure 68.00 $1.83 LF $124.44 1110 $12.44 $112,00 Wood Cedar 1" x 8" 51 Flood Light Bulb Structure 1 $11.99 EA $11.99 1110 $1.20 $10.79 Front Elevation - Subtotal (31tems) $1,008.98 $100.90 $908.08 Right Elevation 52 Paint - Fascia, Structure 66.00 Wood Cedar 1" x 8" 53 Paint - Siding, Structure 741.80 Painting Siding, Rough Surface, 2 Coats, Average $1.83 LF $120.78 $1.05 SF $778.89 1110 $12.08 $108.70 1/10 $77.89 $701.00 Claim PQ0648 Page 25 of 87 05/29/2017 978-C Park Street i Oregon, VVI 53575 Description Coverage Quantity Unit Prim Per I RC I Age/Life I Depreciation ACV EsTimATE: Structure (Rod 8uvens) Claim #PQ0648, Scott & 3anet Morande ft in progress 54 Tear Out - Structure 1 Garage Doors, $0.00 Metal, Insulated $1,547.80 16'x7' $1,547.80 55 Replace - Garage Structure 1 Doors, Metal, $70.2491 Insulated 16'x7' LF 56 Tear Out - Structure 1 Garage Doors, LF Metal, Insulated 10110 $54.009/ 16k8' 57 Replace - Garage Structure 1 Doors, Metal, Insulated 16'x8' $328.50 Right Elevation - Subtotal (6 &ms) v , Back Elevation 58 Paint - Siding, Structure 1,078.00 Painting Siding, Rough Surface, 2 Coats, Average 59 Clean - Power Structure 775.00 wash 60 Stan Deck Structure 162.00 (170.10) Railing, Complete Two Coats Ll Includes 5% waste on material quantity. 61 Paint - Decking, Structure 428.00 Paint 62 Tear Out - Patio Structure 1 Door Screen 63 Replace - Patio Structure 1 Door Screen 64 Remove - Structure 32.00 Window Beading, V" 65 Replace - window Structure 32.00 Bearding, Vinyl Back Elevation - Subtotal (8 items) Left Elevation 66 Paint - Siding, Structure 342.00 Painting Siding, Rough Surface, 2 Coats, Average Left Elevation - Subtotal (1 item) Claim PQ0648 $49.03 Flt $49.03 $0.00 $49.03 $1,547.80 EA $1,547.80 12130 $619.129/ $928.68 $49.03 EA $49.03 $0.00 $49.03 $1,778.52 EA $1,778.52 12130 $711.4191 $1,067.11 $4,324.05 $1,420.50 $2,903.55 $1.05 SF $1,131.90 $612.04 1/10 $61.2091 $0.21 SF $162.75 $14.37 $0.00 $6.46 LF $1,053.08 1/15 $70.2491 1110 $113.19 $1,018.71 $1.43 SF $612.04 1/10 $61.2091 $14.37 Flt $14.37 $0.00 $149.33 FA $149.33 5125 $29.8741 $0.92 LF $29.44 $0.00 $2.25 LF $72.00 10110 $54.009/ $3,224.91 $328.50 $162.75 $982.84 $550.84 $14.37 $119.46 $29.44 $18.00 $2;896.41 $1.05 SF $359.10 1110 $35.91V/ $323.19 $359.10 $35.91 $323.19 Page 26 of 87 05/29/2017 978-C Park Street Oregon,lfVl 53575 Description Coverage quantity Unit Price Per I RC I Age/Life I Depreciation ACV ESTIMATE: Structure (Rad Buvens) Claim #PQ0648, Scott & Janet Morande In progress Exterior Plan - Subtotal t14 items) 58.917.04 !LIARS -iii a7_n31-Iq 71 Tear Out - Drip Outbuilding... 57.44 Edge (Rake Only) Aluminum, Pre -Finish Color 72 Replace - Drip Outbuilding... 57.44 (6031) Edge (Rake Only) Aluminum, Pre -Finish Color C] Includes 5% waste on material quantity. 73 Tear Out - Drip Outbuilding... 63.46 Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5" $0.47 LF $27.00 3120 $4.05V $2.13 LF Eg 11100FRLAN: Detached Garage 3/20 $18.751' Roof Raaf area: 911.18 SF Squares: 9.1 SQ Softie 116.42 SF Gutters: 63.46 LF Ridge: 31.73 LF SHINGLES 67 Tear Out - Outbuilding... 9.12 $45.34 SQ $413.50 3130 $41.35 v/ $372.15 Shingles, Laminated/Arch... Good 68 Replace - Outbuilding... 9.12 (10.03) $203.45 SQ $1,962.94 3130 $196.291/ $1,766.65 Shingles, Laminated/Arch... Good C] Includes 10% waste on material quantity. 69 Replace - Ridge Outbuilding... 31.73 (34.90) $4.60 LF $155.15 3130 $15.52 9% $139.63 Shingles Fiberglass, Laminated 0 Includes 10% waste on material quantity. UNDERLAYMENTS 70 Replace - Fed, Outbuilding... 9.12 $23.81 SQ $217.15 3120 $32.571( $184.58 15LB VENTS AND FLASHINGS 71 Tear Out - Drip Outbuilding... 57.44 Edge (Rake Only) Aluminum, Pre -Finish Color 72 Replace - Drip Outbuilding... 57.44 (6031) Edge (Rake Only) Aluminum, Pre -Finish Color C] Includes 5% waste on material quantity. 73 Tear Out - Drip Outbuilding... 63.46 Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5" $0.47 LF $27.00 3120 $4.05V $2.13 LF $124.99 3/20 $18.751' $0.47 LF $29.83 3120 $4.47 1/ $22.95 $106.24 $25.36 Claim PQ0648 Page 27 of 87 05/29/2017 978-C Park Street j Oregon. VN 53575 Description Coverage Quantity Unit price Per I RC I Age/Life j Depreciation ACV Es imATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Morande in progress 74 Replace - Drip Outbuilding... 63.46 (66.63) $1.74 LF $112.10 3120 $16.82 If $95.28 Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5" Q Includes 5% waste on material quantity. GUTTERS / DOWNSPOUTS I FASCIA 75 Tear Out - Gutter, Outbuilding... 63.46 $0.57 LF $36.17 3118 $6.03 $30.14 Seamless Aluminum 5" 76 Replace - Gutter, Outbuilding... 63.46 (66.63) $6.32 LF $410.38 3118 $68.411( $341.97 Seamless Aluminum 5" Q Includes 5% waste on material quantity. 77 Tear Out - Outbuilding... 28.00 $0.76 LF $21.28 3120 $3.199/ $18.09 Downspout, Aluminum 70" 78 Replace - Outbuilding... 28.00 (29.40) $3.86 LF $111.01 3120 $16.65 $94,36 Downspout, Aluminum 2"x3" Lj Includes 5% waste on material quantity. 79 Rem/Reset - Outbuilding... 210.00 $5.12 5F $1,075.20 3118 $179.241 $895.96 Solar Panel Only, per 5F Roof -Subtotal (17&rrxs) $4,696.7.0 $6103.84 $4,093.36 Detached Garage - Subtotal (17items) $4,696.70 $603.34 '4,093.36 EXTERIOR PLAN: Garage Exterior Right Elevation 80 Comb Condenser Outbuilding... 1 $120.59 EA $120.59 210 $0.00 $120.59 Fins Small Right Elevation - Subtotal (i item) $120.59 $0.00 $120.59 Garage Exterior - Subtotal (1 item) $120.59 $0.00 $120.59 ET ROMPLAN: Storage Sherd Roof Roof area: 244.62 SF Squares: 2.4 SQ Soffit: 107.24 SF Gutters: 30.82 LF Ridge: 15.41 LF i. Claim PQ0648 Page 28 of 87 05/29/2017 t 978-C Park Street Oregon, WI 53575 Description Coverage quantity Unit Price Per I RC AgeILife Depreciation ACV ESTIMATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Morande ' in progress SHINGLES 81 Tear Out - Outbuilding... 2.44 Shingles, Laminated/Arch... Very Good 82 Replace - Outbuilding... 2.44 (2.68) Shingles, Laminated/Arch- Very Good Includes 10% waste on material quantity. 83 Replace - Ridge Outbuilding... 15.41 (16.95) Shingles Fiberglass, Laminated Includes 10% waste on material quantity. UNDERLAYMENTS $45.34 $249.71 $4.60 SQ SQ LF $110.63 $647.10 $75.36 3140 3140 3130 $8.30 V/ $48.53 $7.549dr $102.33 $598.57 $67.82 84 Replace - Felt, Outbuilding... 2.44 $23.81 SQ $58.10 3/20 $8.720/ $49.38 15LB VENTS AND FLASHINGS 85 Tear Out - Drip Outbuilding... 31.76 $0.47 LF $14.93 3120 $2.24 $12.69 Edge (Rake Only) Aluminum, Pre -Finish Color 86 Replace - Drip Outbuilding... 31.76 (33.35) $2.13 LF $69.11 3/20 $10.37 $58.74 Edge (Rake Only) Aluminum, Pre -Finish Color L] Includes S% waste on material quantity. 87 Tear Out - Drip Outbuilding... 30.82 $0.47 LF $14.49 3/20 $2.17'11 $12.32 Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5" 88 Replace - Drip Outbuilding... 30.82 (32.36) $1.74 LF $54.44 3120 $8.17V $46.27 Edge (Gutter Apron) Aluminum, Pre -Finish Color, 5" ❑ includes 5% waste on material quantity. GUTTERS I DOWNSPOUTS / FASCIA 89 Tear Out - Gutter, Outbuilding... 30.82 $0.57 LF $17.57 3118 $2.93 f/ $14.64 Seamless Aluminum 5" 90 Replace - Gutter, Outbuilding... 30.82 (32.36) $6.32 LF $199.31 3118 $33.23V $166.08 Seamless Aluminum 5" Includes 5% waste on material quantity. Claim PQ0648 Page 29 of 87 05/29/2017 978-CPark Street Oregon, rego `'. Oregon,lN1 53575 Description Coverage quantity Unit Price I Per I RC Ag®jLiFa Depreciation ACY ESTIMATE: StnictureY (Rod BuvenS) Claim #PQ06Q, $Cott & Janet Morande in progress 91 Tear Out - Outbuldina... 14.00 $0.76 LF $10.64 3120 ti _60 to t4 04 Downspout, $949,27 $72.98 $876.29 EXTERIOR PLAN: Fencing Aluminum 2"x3" General Items 92 Replace - Outbulding... 14.00 (14.70) $3.86 LF $55.50 3120 $8.331/ $47.17 Downspout, 98 Stan Fence 6' Outbuilding... 151.00 (158.55) $2.40 LF $366.85 Aluminum 2"x3" $293.48 C] Includes 5% waste on material quantity. Q Includes 5% waste on material quantity. $557.11 $73.37 $483.74 Fencing - Subtotal (2 items) Roof - Subtotal (16 Reim) $73.37 $483.74 $1,327.18 $142.13 $1,185.05 Storage Shed - Subtotal (1b items) contents $1,327.18 $142.13 $1,185.05 EXTERIOR PLAN: Shed Exterior $799.99 1120 $40.00 V $759.99 100 Birdbath Contents 1 $29.99 EA $29.99 a Shed Front Elevation $26.99 Claim PQ0648 Page 30 of 87 05/29/2017 93 Paint - Siding, Outbulding... 47.00 $1.05 SF $49.35 2110 $9.879/ $39.48 Painting Siding, Rough Surface, 2 Coats, Average 94 Tear Out - Outbuilding... 1 $47.42 EA $47.42 2131) $3.16 $44.26 Garage Doors, Metal 60' 95 Replace - Garage Outbuilding... 1 $759.57 EA $759.57 2/30 $50.661/ $708,91 Doors, Metal 6'x7' Shed Front Elevation -Subtotal (3 items) $856.34 $63.69 $792.65 Shed Right Elevation 96 Paint -Siding, Outbuilding... 88.50 $1.05 SF $92.93 1/10 $9.29 Y! $83.64 Painting Siding, Rough Surface, 2 Coats, Average Shed Right Elevation - Subtotal (1 Item) $92.93 $9.29 $83.64 Shed Exterior - Subtotal (4 items) $949,27 $72.98 $876.29 EXTERIOR PLAN: Fencing General Items 97 Clean - Power Outbuilding... 906.00 $0.21 SF $190.26 $0.00 $190.26 Wash 98 Stan Fence 6' Outbuilding... 151.00 (158.55) $2.40 LF $366.85 115 $73.3711 $293.48 C] Includes 5% waste on material quantity. General Items - Subtotal (2&im) $557.11 $73.37 $483.74 Fencing - Subtotal (2 items) $557.11 $73.37 $483.74 EXTERIOR PLAN: Contents contents 99 Gas Grill Contents 1 $799.99 EA $799.99 1120 $40.00 V $759.99 100 Birdbath Contents 1 $29.99 EA $29.99 2120 $3.001/ $26.99 Claim PQ0648 Page 30 of 87 05/29/2017 978-C Park Street Oregon, WI 53575 Description Coverage Quantity Unit Prioe Per I RC Age/Life Depreciation ACV ESTIMATE: Structure (Rod Buvens) Claim #PQ0648, Scott & Janet Mlorande in progress Contents - Subtotal (2rtems) 4Ji]4.9R tea nn c744 nQ Q, Enclosed Trailer 101 Tear Out - Hat Trailer 112.00 $1.52 SF $170.24 $0.00 $170.24 Panel, Aluminum 102 Replace - Flat Trailer 112.00 $13.87 SF $1,553.44 2/25 $124.28 $1,429.16 Panel, Aluminum Q For repairs to enclosed trailer panels. Enclosed Trailer - Subtotal (2&ems) $1,723.68 X124.28 $1,599.40 Contents - Subtotal (4iterns) $2,553.66 $167.28 $2,386.38 Claim PQ0648 Page 31 of 87 05/29/2017 978-C Park Street Oregon, WI 53575 -sTIMATE: Structure (Rad Buvens) Claim #PQ0648, Scott & Janet Morande In progress Total Materials: $19,915.78 Total Labor: $23,489.97 Total Equipment: $565.94 Total Market Conditions: $0.00 Subtotal: $43,971.69 Adjustments for minimum charges (01111,15 and taxes are applied): Minimum Charge, Glass/Glazing Labor: $162.16 Subtotal: $44,133.85 State 2.900% (applies to materials only): $577.56 City 3.500% (applies to materials only): $697.05 County 0.500% (applies to materials only): $99.58 Special 1.100% (applies to materials only): $219.07 Subtotal: $45,727.11 Add 0.00% overhead: $0.00 Add 0.00% profit: $0.00 Replacement Cost Value: $45,727.11 Replacement Cost on Coverage Structure: $35,140.12 Less Recoverable Depreciation (includes taxes): $(11,893.54) Net ACV an Coverage Structure: $23,246.58 Amount Payable on Coverage Structure: $23,246.58 Net Coverage Structure after Deductible If Depreciation Is Recovered: $35,140.12 Amount Payable on Coverage Structure If Depreciation Is Recovered: $35,140.12 Replacement Cost on Coverage Outbuildings/APS: $7,891.57 Less Recoverable Depreciation (includes taxes): $(917.04) Net ACV an Coverage Outbuildings/APS: $6,974.53 Amount Payable on Coverage Outbuildings/APS: $6,974.53 Net Coverage Outbuildings/APS after Deductible if Depredation Is Recovered: $7,891.57 Amount Payable on Coverage Outbuildings/ APS if Depredation Is Recovered: $7,891.57 Replacement Cost on Coverage Contents: $896,38 Less Recoverable Depreciation (Includes taxes): $(46.45) Net ACV an Coverage Contents: $849.93 Amount Payable on Coverage Contents: $849,93 Net Coverage Contents after Deductible if Depreciation Is Recovered: $896.38 Amount Payable on Coverage Contents if Depreciation Is Recovered: $896.38 Replacement Cost on Coverage Trailer : $1,799.04 Claim PQ0648 Page 32 of 87 05/29/2017 AMERICAN WHOIOGIE9C. I � V July 31, 2017 To whom it may concern, American Technologies, Inc. gives the following employees permission to obtain permits from the Wheatridge on behalf of ATI. Joe Starman Lonnie Swagerty Ron James Robert Hergenrother Thank you, Nicholas Sekol Regional Manager 44-tAL A4 DENVER OFFICE 133001amesE Caseyhe. Suite 400 Englewood, CO 80112 3031532-8100 off. 8001400-9353 ra F., 3031531-8101 Fit, re w.A11restoration.rom of Fall Service Restoration Environmental Reconstruction Experts www.ATirestoration.com i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:' ❑ No one available for inspection: Time 2 --AM/PM Re -Inspection required: Yes LRoi' When correctio s have been made, call for re -inspection at 303-234-5933 Date: !� � /tel /� � 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: Ll D 9 - C-7] , f Job Address: 'A 9 C? L/ �' a 4, " , Permit Number: ",-) o l o Ll & n (_/ �n LlNo one available for inspection: Time /:' Mr M Re -Inspection required: & No When corrections have been made, call for re -inspection at 303-234-5933 Date: ► a/V? /7 Inspector: `r_rl 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: Z01 0 Job Address: e Permit Number: - ❑ No one available for inspection: Time Z = > -P AM/ {� Re -Inspection required: Yes >o When corrections have been made, call for re -inspection at 303-234-5933 Date: r Inspector: DO NOT REMOVE THIS NOTICE w I? O y (please print), S - LI O ^) P hone: a t i s�: (if different than property address) Contractors City License #: Phone: )0 -- I "? q - '� � S Electrical: 57zM- c.Piuin. M City License # City License # City License # (Fully describe work o be pe r f orme d n ICI If I S quares • , ,* r CIR ' ONE,° (OWNER) (CONTRACTOR) gr (AUTHORIZED REPRESENTATIVE) TA TIVE) of (OWNER) (CON OR) .f RAM ORM (JS Xq9A Rent bwl- � Garage Subpanel New Production Meter Qi) Work shall comply with the following codes: 2006 IRC, 2006 IECC, & 2005 NEC. i' 4; R y ' A� uI' A ro m 03 cr r v 0 .. A ,mow , „. .✓ an C'4 w $! 583 t ”' x CL rn § �7 R y ' A� uI' r v 0 .. A Z , „. .✓ C'4 w $! 583 t ”' x CL tA (R < 0 9 w tA " r43 U w w w .µ ` < CL W AA 0 w sw# e e T . 1 co y � 0 was � ( 'P.' C� "ti•+E . o CL o �. HP rP C9 t 3 0 � a p N y " C y�R�? NJ ps w w " 'pad qup # "MS " " C�3 r 5 r 3 3 " 3 0 cr Y w NJ r-j � r ww o W CL Lry�n� 3 r > o 433 � n w # w M x^"M 0) gp c "" m c & cl- r r s. "*aww�r 3 : J r r r 423 �b 0 $ 3 m g _ a to o / e < p - w 3a5'1 > M f "` cr la CL i f L w� B cr ul to ,j CL M CT 3 r R y ' A� uI' u 3 o 0 �' � < < < CL = r- , M m a G'} m m m t t m rzo c# ., ca m "o ` 3 =' a cs s " a =X cn -�, 0 c � 0 C CL as". < ? ; m . Est 9 Viz. m-, m cn M °° -� CD ' m c 0 a o Z_ ' u ( Cl sa c C 0 :3 °4 --1 - 0 CL -4 < c . c 3 CD c ' c3 qt7 a Moro 0 y cap LQ , vZ rA cz cn Vi tr!?cn? to a �s m 3 -0 " n' t 03 " Fr m -�, F. , r+ 3 tr s o 6 an CL CL zx 0 0 0 0 c n V Z , Vi n I _. 2 .3 iR '@ c zx 0 0 0 0 c Vi iR zx Mono Multi, Solutions T TSM=PA05.08 THE UNIVERSAL SOLUTION s a.z.,i .+.. up t.., 540OPo ,Ji t l„ c.`.3, ,;, ." ,t. 400 g;MU+�'' Cloudy days, mornings and eveni 1 0 � t 'v t't� "r o-^»ACIN ",je , SY 0("' . n ,�i,E a .f�`. Cesthefics �? E original MC4 s' NOCL,'"adio nee sat 800VVJM", AmbWO Temperature `.)"C, Wind Speed IMA'. Power ftleosivrerneM folorsince. *3% k CAUTION: READ SAF EIY AND MSM LLAT PON BN' STRUCTiONS BEFORE USHqG INC. PAODUCT. 'Trinasol,"r 0 2012 Mna Sdar L iMlted. AN light$ lelefVed, Sp ecftotioru inctuded in this dratasheet am subject io change whhout horc.e. ELFCMCAL DATA NOCT TSM 235?C iSM-240FIC " f 45 C TSM-MPC, PA0, PACS 418 RAOS-08 PAG5,08i MECHAMCM DATA RATiNGS k- TEMPFRATURE RATINGS MAXMUM 3Tal— an Nominat Operating eft 4 5-C (±2 Opewafiona� Temperature 40-+8S . . ... ..... Temperature (NOCT) 06k $000a f POW remperatofe CiAmf0clenis of Vb�, 0,32%/C Mox SerWs Fvse koff mg 15A Average ef4dency reduction of 4.5% at 20OW/ml occording to EN 60904-1 WARRANTY 10 year workmanship warranty !zs year onear PiRr�wormrrty (Pleo,e refer to pmducf Worronty for dehvist CERTMCAVOP4 Olk to ( ( PA(,'K AG iNG ,' 0 NNGUR At �ON z "A ModWes per bm 24 yaws fi Modules per 4(P 627 psct Um k CAUTION: READ SAF EIY AND MSM LLAT PON BN' STRUCTiONS BEFORE USHqG INC. PAODUCT. 'Trinasol,"r 0 2012 Mna Sdar L iMlted. AN light$ lelefVed, Sp ecftotioru inctuded in this dratasheet am subject io change whhout horc.e. ELFCMCAL DATA NOCT TSM 235?C iSM-240FIC " f 45 C TSM-MPC, PA0, PACS 418 RAOS-08 PAG5,08i MECHAMCM DATA PVI-3.0- P V I - 3,6 -" TIM PVI-4.2 I I 'as 'Win, W. I I iz ------------------------------------------------------------------------------------------ MOW W"CAK MAO Im I %.faaftdo~ . 9 m .1m -TIR RTN M-0 c ar2»:«a. ww� ` \ 7\ / w,\ \ c a\� ?, a: \. +. � � / \� � \\ \ }\ \mar » x». rw: »� z r d ©a a� d\i /�< \\y\ »a: �,w �\%y� 2 2y2 d�2 ©a w »� �� w«v«: ..., 2� / / \\ vas ; .�2�} : \ &, . » r .. ..w.a. 2y\� d \ »ava xzr .a .zva.a . \ \ \2.� y»v « m v ;«v,s: -�. «��« \\2%\\ \ »«y}d \� < °? w� «� , �.a«v2x.w : »r a .:. «wary« craw«: ®� °�� - -a » *:� ».««e <vw� >v drv.\� a s«2 : � xc � � m ` \ « +a :w <va « »avma «.: dd�` \ }2 »�«c «z � � / \� � \\ \ }\ \mar » x». rw: »� z r d ©a a� {� yaws « :� ..�. w »� �� w«v«: ..., 2� / / \\ vas ; .�2�} : \ &, . » r .. ..w.a. .zva.a . \ \ \2.� y»v « m v ;«v,s: -�. «��« \\2%\\ \ »«y}d \� < °? w� «� , MOUNTAIN STATES STRUCTURAL, Inc. 636 Leyden Street Denver, CO W220-5332 'Ph-. 303-825-1572 Vx: 303-484-2376 a Decanber 10, 2012 Attn: Mr. Jerry Hughes Stellar Roofing 846 Silverberry Lane Golden, CO 80401 Structural Observations fg the Roof r for the Garage at 3994 Eaton St. Wheat Ridge CO 80212 MSS Project # 12-274 Dear Mr, Hughes approximately The proposed solar panels will weigh potwds per square subject For the sr ' r mp h, exposure 'B"; the roof snow load is 30 psf, In our opinim the roof is adequate to carry the proposed solar panels without remedial structural measures. Thank k o u office to this project. If you have any questions or comments, ptease call. MISON Albuquerque Colorado Springs &COMPANY Denver Fort Worth 4900 Lang Ave. NE Houston Kansas City Albuquerque, NM 87109 Lenexa R0, Box 94000, 87199-4000 Omaha 505-348-4000 Pasadena 505-348-4055 Fax enix Rio Pho Rancho Salina San Bernardino San Diego Wilson & Company Latin America, LLC 24 October, 2010 Applications Engineering Department UniRac, Inc. 1411 Broadway Boulevard NE Albuquerque, New Mexico 87102-1545 .Re. Engineering Certification for UniRac's SolarMount Flush, feeds -Con pliant Installation Manual 227; State of Colorado Certification WCEA File: 08-100-204 00 To Whom It May Concerti I have reviewed the portions of the subject manual pertaining to the structural calculation of applied loads and beam selection. Specifically, this consists of "Part 1. Procedure to Determine the Design Wind 1,oad", and "Part 11. Procedure to Select Rail Span and Rail Type." The procedures guide the user through the calculation of design wind farce, load combinations, and beam selection. All calculations associated with the procedures have been checked and found to be in compliance with the codes listed in the next paragraph. The procedures are based on and in compliance with the following codes/standards The Aluminum Association, Washington, D. C., 2005, WILSON 9 COMPANY, INC- ENGINEERS & ARCHITECTS W11SON &COMPANY With this letter, I certify that the structural calculations in !all 's SmarMount Flush, Code- Compliant Installation Manual, 227 are in compliance with the above codes. WILSON & COMPANY % w1ttM"HU1,"t"' R, Torn Melton, P.E. "p N�' -gwk Gary Kinchen, P,E. cc: Solarmount / Sunframe Configurator - Project Specs Names Stellin Electrical Services Email yarong@erwelpicantractors,com Telephone 303-9744385B Emkol2aft- Tuns Address 39 Form) Street city, suffe at Ridge, CO ZO Code Som County Jefferson Sask, Vilind Speed: 1 mph (userikowlUid Ground $now Load, 30 ptif ((& wat ow*ffad) 0 Sts Rail " Sr%c'V kmw nrv'kx.Vv'J yo-" Onqw smrw loaf 1 w ymv wage a 1 Q 4 " Pirl of rrex%e0y mo a Spw Almil Rripon Manufacturer Tuns Module ModO TSM-PA05-236 (I .57fn thk) Module Size; 64,W'x 39.06" Module Rows x Cols 2x7 Number of Arrays 1 Total Modules 14 Total Kikiwattis 329 Ranking Type SolorMount R Module Orientation Portrait Rail Orrection E-W Paid Number Part Tlrba Description Suggested Quantity Quantity unit Price -- Total - - --------- 3101680 So cant Rail SM RAIL 1W CLR 4 4 $92-00 $36800 3101320 Sts Rail Ski RAIL 132" CLR 4 4 VZOO $288.00 303001C Sallee SM SPLICED SERRATED CLR 4 4 $5. 7 $23,60 3021010 Mal Clamps Sal tuft DCLAMP,ABCDK,HOWCLR 24 24 VAS $59,52 302OD9C End Clamps S ENDCLAMP K, WHOW, CLR 8 8 $222 $1776 3040DOC Single L-Feet SM L-FOOT SERRATED OW, CLR 28 28 $4,34 $121AI go Ftestong UNIRAC FLAT FLASHING 28 28 $17,73 $496-42 Total Pride - fro note imeas are list prices, Ctwitact ymr diado'dudix for Your systwu Price. $1,374.71 Enghwering Variables Variable value Units rated Speed V I W minn Effective VVM Area 100 RordZone ------- ---- 2 Design Mind Load Calculation .. . ...... . .. . . ....... fiat Variable value Units Not Design Wind pressure (Uplift) P-tv PAW -18 psf Not Design sand pleasure (Downforce) Pica (Downfrace) 14,9 Pat Adtustment Factor for Hiaght and Exposure Category Importance Factor Des W Wind Lead (Uplift) P u (UPIM) -18 go Design Wnd Load (Downforce) Kw (Dowrd—) 14,9 PSI Load Combinations Calculadom .... . ...... Description Variable Downforce Chita L I 5 PSI Total Design Wind Load 1500w Load Prior S 14,9 30 fsf q H psf Total Load Cornianation I D+ 0,75Prot + 0.76S 38.676 Total Load Courbinatnin 2 D + Post 19,9 psf Total Load Combination 3 D+S 35 act TMM I nad (uminhinatirm 4 OAD + Post -15 • psf Maximum Absolute Value of Load Combinations Module Length perpendicular to Rails Distributed Load WON Distributed LOW Calculation 1-1.1-1-11-1 --1-1 -- ---------- Varrable P B w I http://www.uni,rac.com/configurators/estimator—roofmount/?module=part... nir . - Sala Dora f Sunframe Configu - Project Specs Page 2 of 2 Dmtnbu L ( of ) W 104,68 prr Rail S Snf "on .'v— , ��v _.., �..._ ........ ,..,e m ...,.. _um. .. .w..u, ScTd4:dt1Pt titct3 �dl4te ttY"E3tN Racking Attachment Type Single L Racki Attachmen t. -Foot Bail pre ference Revised Rail Span L 4 ft Allowable &'able Sfr $ Single L Fool SM 4 ft Single l Foot SMHD 65.5 It Double L Foot SM 4 it Dou ble L Foot Sir HD &5 It vim. z bt p :// . it m a / o ur o /estimator_ roof nt/?mo = Ra. 12/12/2012 M, n wTv "n ores spec' t � me m; s, oter'l S olarMount End Clamp 32,0061, 32002, 32 3201 i 7 ,20ti 12021 320124, 320 3, $ i area aR2�r Use anti R patty test, , resufts from are 4 factors are de teffnirwd according t Aluminum D"ge Manual and third a ° " edited laboratory SrAaWl un Mir; Cla 31,00 84, 1"�'`i 005, SRS 1, COW? 32 ',G, 3 20, } saitUNIRAC Solar Mount Beare Connection Hardware SofartYlount L-Foot Pan Nk. 30065, 310 310067, 310068 I LTM Foot materlsk Onp of the Vtowwj extruded Mummurr 300y!s 600,5- Y A Solar;, un Bases 'ONOMMEMMENNUMMMUMMM 4 p � p � e v ' j { 3 ', 000 i 3 � ... gd,...) `. � J t.» k u. s �^ 3 &a k 20V8,JNfRAC,, INC- t Ra il 1411 SROAcWAIffh.VIO NE MM V102 UISA 0 5051426411 HOME UNWA w, {QOM � 0 =A1 U i 111 1 11 11 ii lill ! 1 i I i i � 1 1 1 � I � ILI Fkure 26. Slide UGC, I grounding do into top snot acting slot of rail. Torque modules in place on top of clip. Nibs willpenerate rail onod- hration and create grounding path through rail (see Fig. 3, rewrse side). Pmb 110617-2cc June 2011 0 2011 by Undrac, Inc. Pal rights reserved coakwn" to UL Stuwl" 467 Evert Number of Afoduks in row Odd Number of Modules in row flat wo so the t allunic V on the, Washey Wash." Tightm comple and ltq StoWess Steel Flat agas-t Wosher (WEES) and en betwee lug thn Clips and 1up aresoid scpawatefy, Pmb 110617-2cc June 2011 0 2011 by Undrac, Inc. Pal rights reserved coakwn" to UL Stuwl" 467 Evert Number of Afoduks in row Odd Number of Modules in row an 9 � O � ƒ <y ?y ?d \ < w � Cc: 4 . < : .. : 0 . 3 :+ " \ � co � � �¥ �� \ I (D 0) vo r+ r+ r+ r) 0 r+ ""I .A* 4A 3 (D 0 =r -0 c .0 CL r+ (D - a ( A ( A r+ (D rD =r (D -, --% M (D CL (D --I c CL 0 r+ 1 CL vi (D M (A 0 r+ -lh C7* CL 0 0 0 rD 0 (D (D 0 0 11 Contractor: Jerome Krizek 2523 SO BROADWAY DENVER CO 802 10 Vol City of v v ommuNiTYDEWLOPMENT r s s P Add ress: Gen eral ! rt f' Electric Contracto C ompany rt f St Lice s Sign A • w' P lum b i n g C Company Name: 1'c�ne State License Master ; Wheat Ridge License Signature of f "f Agent D Mechanical C ontracto r rt f f. rt Phone; Date r o t .. i B 21, Except in Deed record Ombw 3,1979 as Reception t 10 , 13, ST WARTGARD ,% County of Jemrs&4 State of Colorado 1 Housing and Urban Development, Steven C. Promn. S t is�S , °a W itressm T be half of the Secretary, A RM STATE O F county of 1604sorr t On lz of t W . p , t KN Il :.m. red ole « • T be half of the Secretary, A RM property appraisal system Page I of 2 GENERAL INFORMATION Schedule: 022219 Parcel ID: 39-244-18-011 Prise Help Status. Active Property Type: Residential Property Address: 03994 EATON ST omer�j s WHEAT RIDGE CO 80212 MORANDE SC TT A Mailing Address: SAME ADDRESS AS PROPERTY MORANDE JANdETL Neighborhood: 2412 - LAKESIDE, STEWART GARDENS, OLINGER GARDENS PROPERTY DESCRIPTION Subdivision Name: 713400 - STFWART GARDENS fgaphw Pa[gel MV Map gest I gatign PROPERTY INVENTORY Property Type RESID Year Built: 1928 Adjusted Year Built: 1981 Design: 2 Story Improvement Number: I ow Land Characteristicsi 1Xpical , I Liat InLormgq • 01 Im w http:// 1 3/27/2012 TAX INFORMATION - - ----- --- fgaphw Pa[gel MV Map gest I gatign PROPERTY INVENTORY Property Type RESID Year Built: 1928 Adjusted Year Built: 1981 Design: 2 Story Improvement Number: I ow Land Characteristicsi 1Xpical , I Liat InLormgq • 01 Im w http:// 1 3/27/2012 TAX INFORMATION Address Zoning: Property in the flood plain? Lot Size: sq, ff J'ot p d tir: (LI Maximum Lot Coverage: % sq, 11, Proposed Improvements: Existing Irriprovement(s): House. sq. ft, I-1 0itSe 2, LI __ sq. Addition to House: ------- sq, it, she(]: sq, Shed. sq. 11, Detached Garage: sq. Detached Garage o sq, ft, Other sq, it Proposed Lot Coverage (Total) _J, 9 i % Mm sq, ft, Required Setbacks: FR S I C,�' S 1 0 R Provided Setbacks FR -1-0 S S > I C R Max itnurn Hei ght; Proposed Height: ft Nlaxiniurn Size: 10 ) 0 sq. ft, Proposed Size: "i lxn sq, fl Access Notes For one and 0,vo-faiyuly dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other (]ran one and tivo 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 cut- shall be at least 10 feet and not more than 24 feet in width. One and two-firinily dwellings may have horseshoe 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, Landscaking NIqtes For one-and Mo-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C,O, Street trees required: Street trees provided, ns to e APPROVED Subject to Field In spec t ions Wheat Ridge Building Dept. Signe" Plan checker Po a i .., .„ Nw Q � t t. i- Floor Plan 0 pil! 'M ._..w,......xrrM # . I� I�II�M Not II ��;. =`= i��. . May thus Mme o roof s1ructure shown. E M . • • a s • b raced 26 @ corners and h is wan sh - +' ' a sttt tls + . (OX Ob s� Concrete Encased ground required €r never service * 4 � t �� #PY1ft iF��a b Wall Insulation Aowe, S'. #chat tail A OR VY.� ndati Detail BE ( 4) F fing size X ra- : 8'x 167 Foundation Detail A 1 0 0 - ammmwmmm=w Foundation Detail Braced Wall Panel Detail UM EM I la UX4 ^^ 394 = 3X4 I LOAMG (Pst) TCLL 30.0j (Roofsnow4mo) TCDL T10 10_0 SCLL &0 10.0 SPACM ZO-0 plats bux 1.15 e em Lumber k=wse 1.15 F rRepStra w kw YES Cc& RC20OWTPMD07 CS1 as TC $ BC .48 0 WS M38 (M-abix) DEFL in (toc) Mdeff L/d 0 Verl(1.4 .13 H-J >M PLATES GRfP MT2D 16W123 WeOt 81 lb FT - 8 LUMMA GRACOM TOP CHORD 2 X 4 SPF 165OF 1.5E TOPCHORD Sowwal wood slvathng dreWyapo or _1-11-60C ptAns BOT CHORD 2 X 4 SPF 165OF 1.5E BOTCHORD Riod 00% drectly w0ted or 8-5-7 or bradng. WEBS 2X4SPF-SS1ud WEDGE MTek reommerxis #W Stabrims and reqWrod cross bracing be --SSkd Let- 2 X 4 SPF-S Stud, R1gM 2 X 4 SPF Installed dujing trtm wechon. In accordance vAth SUMizer * brApfladon REAMOM ObMize) B-135WS-8 (mim 0-2�2), F-135SZ-5-8 (rolm 0-2-2) MUHMS-109(t.08) NW L"ftS-303(LC 8). F—rC 9) FORCES Qb) - Max Com;UMm Tem - All forces 25D 0b) at less emept when sbovwL TOP CHORD f�.C�22480%CK-19%WD-K-1941/8949411894,E4,IOSSWE-F-224&% 130TCHORD S,1-701/197ZW-3SM359,H-im-35Wl359,F-H-701/1972 WEBS D-H-214M7 E-H-492047. D-J-214M7. C-J-492)347 Rafters shall bear fully at heel cut and shall have one R2 clip per rafter at bearing point. All shingles shall be,nailed Nvith a n of 6 nails per shingle and raid roof inspection required on tile, concrete, or metal roofs. APPROVED Subject to Field Inspections Wheat Ridge Building Dept, Date: Signed: Plan checker 71 5460 WARD ROAD 0 SUME 160 ARVADA, CoLoRAoo 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE Attn** KEVIN OAT /25/2001 FEelig joB# 91 Wh*SITC4�GE CO.4EFFERS*-,'ll-00 IUM - DEPT BORROWERS NAME LEGAL DESCRIPTION (PER CLICNT) SCEPTIO ULom 21, EXCEPT TEAT POMIOE t)ESCEIBZD 11 , DEED R ECORDED OcTOSIM 3, 79 AS P , Co My Op jgnW 110. 79090213, STEWART GARDENS Solt S , TATE O- COLORADO 19 . L ' e NatsE SUM m..oilm 4104h 20 c le: 1'-40 0 CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 110610 Issued: 08/10/11 Stipulations: Kitchen & Bathroom Remodel, Add Mechanical and Install Windows. This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3994 EATON ST Parcel Number: 39- 244 -I8 -011 Owner: Scott Morande 3994 Eaton St Wheat Ridge CO 80033 Contractor: Wallace Struble Struble & Associates Inc. 11827 W. Stanford Dr. Morrison, CO 80465 For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of 4Y06 ICC /2008 NEC this building without prior notice 2006 ICC /2005 NEC and a new Certificate of Completion 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler System inspector Zoning Administrator CERTIFVATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 06/15/11 09:41:23 City of Wheat Ridge Page 1 bp701 -Ss PERMIT INFORMATION - 110610 m.sokay PERMIT INFORMATION: Permit #: 110610 Permit Type: Residential Remodel Permit Dt:. 05/27/2011 Expires: 05/26/2012 Address: 3994 EATON ST Parcel Cd: 39- 244 -18 -011 OWNER: Scott Morande Address: 3994 Eaton St City /St /Zip: Wheat Ridge CO 80033 LAND PARCEL INFORMATION: Zone Cd: Unassigned DU: 1 Funct Use: Unassigned Last Zone Db Subdivision: STEWART GARDENS Annex Dt: Cent Type: Miscellaneous Lot: Block No 0 Legal: JOB DESCRIPTION: Kitchen & Bath remodel and additional mechanical, window SetBacks- Pronto 0.0 Left: 0.0 Right: 0.0 Back: 0.0 FEES QTY DUE PAID: Permit Fee 48,000.00 706.55 706.55 Plan Review Fee .00 459.26 459.26 Total Valuation 48,000.00 ,00 .00 Use Tax 48,000.00 864.00 864.00 ---- - - - - -- --- - - - - -- 2,029.81 2,029.81 CONTACTS: owner Scott Morande 3994 Eaton St Wheat Ridge CO 80033 3037560513 go CL3 Struble & Associates Inc. Wallace Struble 11827 W. Stanford Dr. Morrison, CO 80465 3039792462 sub CL9 Cool Sunshine Heating & A/C Joy Valentine 8380 Welty Rd. Denver, CO 80229 3032871846 sub CLB Frontline Plumbing & Design William Bond 1361 S. Addison Court Aurora, CO 80306 7205195293 sub CLA Titus Electric, Inc. Marc Prinz 4816 Crane Ct. Frederick, CO 80504 7202199378 PARCEL INFORMATION: 10 Structure Type 2STY 20 Year Built 1928.00 30 Property Type REBID PERMIT CONDITIONS: KC: Approved per plans and red -line notes on plans plus description of work. Must comply with 2006 INC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 05/27/11 CREATED FROM APPL# 11 -0144 05/26/11 Given to KC for review. INSPECTION INFORMATION: # TYPE CONTR# CALLED 1 MRI:Mechanical Rough Ins' '02 -1169 06115111 2 ERI:Electrical Rough Ins 11 -0125 06/15/11 3 PRI:Plumbing Rough Insp. 11 -0124 06/15/11 '4 FRI:FVaming Rough Ins,. 10 -0185 06115111 5 DWS:Drywall screw /nail 10 -0185 06/20/11 CNCL NBC REQ DT no KC 06/17/11 no KC 06/17/11 no KC 06/17/11 no KC 06/17/11 no KC 06/21/11 INS DT STATUS 06/17/11 COMPLETE 06/17/11 COMPLETE 06/17/11 COMPLETE 06/17/11 COMPLETE 06121111 COMPLETE 08/15/11 09:41:23 City of wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 110610 mmackey 6 efi: Electrical Final Ins 11 -0125 08/09/11 no KC 08/10/11 08/10/11 COMPLETE 7 PFI: Plumbing Final Insp 11 -0124 08/09/11 no KC 08/10/11 08/10/11 COMPLETE 8 mfi:Mechanical Final 02 -1169 08/09/11 no kc 08/10/11 08/10/11 COMPLETE 9 BFI:Bhilding Final Insp 10 -0185 08/09/11 no KC 08/10/11 08/10/11 COMPLETE i - _ -- INSPECTION RECORD Occupancy/T 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. / - �jy — f —a r n1 . , .-.. I N ICILA�j I / INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground y Reinforcing or Monolithic Weatherproof / French Drain (/7 er Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) /5T–/7 Cfc Plumbing (Underground) ,71 s1 Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS REEN SIr.NPn ROUGHS Sheathing Lath / Wall tie Mid -Roof y Electrical Service Rough Electric (/7 er Rough Plumbing Gas Piping Rough Mechanical ABOVE Framing INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Insulation /5T–/7 Cfc Drywall Screw ,71 s1 FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage Parkina & Landsca /_ 7 INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS 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 OFA CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type DIA45' Job 4ddress *d �i�7erJ Permit Number s" rR . LF F t . : ❑ No one available for inspection: Time /! , >0 AIV} F' " Re- Inspection" required: Yes No' y CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237- 8929 Fax INSPECTION NOTICE Inspection Type rV' , r pu i FRAM9 Job Address J R K Z � 57 Permit Number 1167610 ❑ No one available for inspection: Time M Re- Inspection required: Yes �. When correctio have been made, call for re- inspection at 303 - 234 -5933 Date: 6 Inspector: DO NOT REMOVE THIS NOTICE ❑ No one available for inspection: Time M Re- Inspection required: Yes �. When correctio have been made, call for re- inspection at 303 - 234 -5933 Date: 6 Inspector: DO NOT REMOVE THIS NOTICE _(- City of Wheat Ridge Residential Remodel PERMIT - 110610 PERMIT NO: 110610 ISSUED: 05/27/2011 JOB ADDRESS: 3994 EATON ST EXPIRES: 05/26/2012 DESCRIPTION: Kitchen & Bath remodel and additional mechanical, window * ** CONTACTS * ** ZONE CODE: owner 303/756 -0513 UA Scott Morande 0427 go 303/979 -2462 Wallace Struble 10 -0185 Struble & Associates Inc. sub 303/287 -1846 Joy Valentine 02 -1169 Cool Sunshine Heating & A/C sub 720/519 -5293 William Bond 11 -0124 Frontline Plumbing & Design ** PARCEL INFO ** PROJECT VALUATION: 48,000.00 ZONE CODE: UA - USE: UA SUBDIVISION: 0427 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 48,000.00 FEES Permit Fee 706.55 Plan Review Fee 459.2 Total Valuation .00 ' Use Tax _ 864.00 M TOTAL ** 2,029.81 Conditions: KC: Approved per plans and red -line notes on plans plus description of work. Must comply with 2006 IRC, 2005 NEC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document And /cr its' accompanying approved plans and specifications. Signature o£o OWNEjC 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 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 in ec Signature f Building Offical Date INSPE 20N REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Apr 13 11 IU:otfa ZWutlle 3039048959 p.2 t ity of W ' ca1 ! 1C ge COMMi1NI Y I)LV11 UI'MIENT '; 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 Date: OS 2Ci Plan //- Permit # ' l Property Addrose: _ 5 t{ t=✓ty a� $ - Property Owner (please print): Sc_�r Mss2,rr�A E 3 _ 7 3 - 0 S't3 Phon g /ltr 3c-3 -'iq - _38'rfs- Mailing Address: (if different than property address) Address: City, State, Zip: Contractor. S7 f license #: 6 o 01 8 S' - �C - S T l"k - • `3 OKL- X23 t Phone: b3 3 o 3 s'sq) 3'Kf,,R Electrical! 57A-// Plumbing: Mechanical:r S vas u �r City License # i f71 S � � // G I� City License # City License # w De Lion of work: K, reqcar iL €,u gq,�a 2�,ti,4 cz C uf4owrs >s7ror ml -1" , t ° /tcyc'Pe61- CCC�;✓e�T�'T 03ai 2& a V/JZtic= raj 13oicar,® r�,a -sae, Er7&z+4a 06e rd-oa Zrrty -doe7r Contract Value: / �*. s- ccr sr�ye, r6irr� :�n,yrsp�- in.�urslia- TsA!fcie Pct r3oraea ^ t✓sadsW 9�vd ^ ge ea %^ qyf scy2a wW 75061C& ADq 97aopr 75 armV Ravin Fu (due at Gmo of suhmi(<At: 6 6 p4 - rdF Z 6~ G1 -0a4, oPFa✓- 4-AM.15- 3 iii .StsS 5 4uares BTU's Gallons Amps S Ft. s t OWNFWCONTRACTOR SICNATURE OF UNDERSTANDING AND ACREEMENT ( hereby certify that the setback distances proposud by this permit application arc nccunlic and do nor. violate applicalde ordinances, rules or rcF'ma fi r o fthc City of Whe Nidgc OF covenulatc cascmcnls of restrictions of record: that sll measurcments shown and nJlcJtatirms muJe:uc accurate; lout i breve rtad and agree to obidu by ell conditions printed on this application and but f assume full respnnsibilily for compliance with applicable City of Whaa Ridgecodes and ordinances for work under any Permit issued based oil this application" that I tun the Icgad owner or have been authorized by the legltl owner ul'thc property to perrorm the described work and am also authorized by the legal mvner of any entity included on this appl ication ID list that entity an his application. C1RCIA ONE' (OWNER) (C0NTRACr0R) g (AO7HOR1I•ED REPRESENYA'r1V1s1 of (OWNM CONTRACrOR) P-RiVr NAME:.. /C!/L /irb _ 5fCNATU[tE-_ _ DA - IT: 5 015 0?d // 70MING COMMEWS. DEPARTMENT USE ONl Zoning: Reviewer. BUILDING IMPARTMENT CO N75; - f 0 � �Q��p�.f/�� . ,f rllQl�s �p�`"� t� +C7, y.r�' , ,�i �S" +•z Ra3vlawer PUBLIC WORKS COMMENTS. Reviewer. OCCUPANCY-. k-3 FlnC UL'PAMMENr.: 173 approved wl co nmonla U 015approved 0 no revi4w required Bldg Valuation: S c /y. G:pe M r .e!�' r' -" City Of SUB - CONTRACTOR AUTHORIZATION FORM Project Address: 3 9 �4/ Permit #: /%p 4 I o General Contractor: Ele ctrical Contractor -- F , tys f,tr- Company Name: _,'� -U3 / r2 Phone #: _303-`j/S State,L'5ense #: �;_'3 ��? Master #: Q,; S'' Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Date Mec hanical Contractor Company Name: Phone: Wheat Ridge License #: Signature of Authorized Agent X ate Phone #: Master #: Date *This application must be signed by each sub- contractor confirming the same. rn; rn M e., v M ,.y, �c m ��, `t; - c v �•�s E� r CD ( ( Q �� 'n p .,_ . o m.3 p ' a D i w �• i a m 0 CQ i m j SL �•�s E� l C{G m Z55 t y T 1 CD rO N o o d� w c _. 'c7 C N P. "�15� 'LS n v' O ... G N hV C� r� x' O m .� rn G O ti n O n ,`;' ry '03 C D • ti O O 1 N P. �' �, h o a o �. w . .-. ti ° tr1 co o ° CD rn o a�q as o a PD 0 n �nWW m w tra o w rn o'w N CD 0 CD O c 0 y CD Y O w rn � ID CL 0 `W ( CD C"D a CD n (D N n. Y rn O Q CD r° °D nE x R° m N ° a o O � z� O n � m N O O rn ao 0 M n ° c o rn m m rn a c 0 m c O EL _ �' .rig• .� � V � (A }° h r u rn .. C ®® =' C y n 1 �e{ m h o L L i al O S c, r e:, - � '�'S•� 3 � � �¢ do `i 3 G V^ s�s, S d C ` O m N p a CD -n CD 5. g O m U, •� . t m m D m O m .n+ 'o' \, V 0 S m R m c O EL _ �' .rig• .� � V � (A }° h r u rn .. C ®® =' C y n 1 �e{ m h o L L i al O S c, r e:, - � '�'S•� 3 � � �¢ do `i 3 G V^ s�s, By order of the City of Wheat Ridge Building Department for the following reasons: This notice may be removed ONLY by Date: Building Inspector: ♦ i CITY OF WHEAT RIDGE ~-j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ,5=i_-7z2JC_, 4L Job Address: Ff 41 S7' Permit Number:` a ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes o "When corrections have been made, call for t1re-Inspection at 303-234-5933 Date: G'f Inspector: 1 I DO NOT REMOVE T IS NOTICE 'til City of Wheat Ridge Building Division T.°m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 1303-235-2855 * Fax: 303-235-2857 °OCORPOP Inspection Line: 303-234-5933 Building Permit Application Property Address: , JCd+_j 4° . .1. ,r.n, .1, Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Date: Plan Permit D0 f3 Phone: 3 Contractor: ;,~c°,.a,i Contractor License Phone: ; 3 r... 2.J"7a- 1 Ji-7 Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Use of space (description): Description of work: (aV~ L Mechanical City License Company: Exp. Date: Construction Value: (as calculated per the B Plan Review (due at time of submittal): $ I Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) O,C_ NTRACTOR)) or PERSONAL REPRES NTA IV f (OWNER) (CONTRATOR) PRINT NAME: X352 J• ~Ael1' SIGNATURE: Date: DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. eV A(eastf/, ff Mal fix-- e GAI BUILDING DEPARTMENTC MMENTS: d` ` OCCUPANCY Reviewer r;K FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required Bldg Valuation: $ ONSTRUCTION UPPORT ERSIICES January 28. 2009 Mr. Paul Hopkins Solsource, Inc. 6820 Broadway Suite A WHE4P,p' r. cot o tt t+°° Wheat Rsdg uilding Department pproved BUILDING OFFICIAL 4DA4E Denver, CO 80221 w of permit: The issuance of a permit or approval of violagon tion to and elanPutations shall not be a permit for, or an approval of, plans, any y vio specifications any of the provisions of the building code or of any City ordinances. RE: Suitability for installation of a Solar Array,, parpiltapresuming to give authority to violate or cancel the provisions of ft On: 3994 Eaton Denver, CO 80212 Building codes or other ordinances of the City shag not be valid. Dear Paul: Thank you for the opportunity to examine the roof framing system at the above address to determine the acceptability for the installation of a new Photovoltaic Electrical system. We examined the attic to see the roof supports, the house for existing cracks from other movements and the exterior: There are always areas that are not observable and we attempted to determine the framing method in those locations. Design Criteria: Distributed Dead Loads: i ~ l ry b C ~ r'` tc 4 ~~6 , { 5 ! t ,Items f ~ r ; ~ s 1 t 4 r~ ,oac~s~msed Y p ~ q l ~ . F t J~ Roof type: Asphalt Shingles 5 Misc. ( Sheathing, insulation, etc.) 5 Total Distributed Load (psf) 10 Design Criteria: Wind Loads: (Using ASCE7-02) 'stem IAId a . e Sourhe y ~ TT. Wind Velocity 120 Local Building Code Exposure C Assumed Importance Factor 1.0 Assumed Height to top of array 30 feet max. Based on house 7901 S. Adams Way Littleton, CO 80122-3601 303-221-1559 phone consupser@)mac.com ~ S~ t ~ \ tem~ k f 1 ~ ~ a d ~ { ~ 1 E x' Y \ x-`,jl f F Y , ' A ,a ue n~,e Y S S Source 'Y 1 Area of array 14.2 Based on panel dimensions (square feet) (32"x64") Wind loading 36.1 Assumes: Directionality=l, (psf) Kx=.98, Kxt=1 Total wind loading per panel 513.0 Calculated per ANSI (pounds) ASCE-7-02 Wind Anchoring System: The standard racking system uses one 5/16" diameter lag bolt driven into the rafters or the top chord of any trusses. These lag bolts have a safe working limit of 1,000 pounds per fastener in hem-fir, doug-fir is higher. This allows a safety factor of approximately 2. The feet need to be anchored with a minimum of one 5/16"-shank diameter lag bolt driven a minimum of 1-1/2" of thread depth into the rafters. Details: Unirac: One lag bolt per connection point rt 3 b Uhl. Connection point beh een the Unirack and the roof rafter Unirack Roof rafter or Top Chord of truss Array Loading: 7901 S. ADAMS WAY LITTLETON, CO 80 1 22-3 60 1 303-221-1559 PHONE CONSUPSER@MAC.COM d "n e ? SNt ~ h "tl vz 3 n> ,x 4x ~ J p s3 M e, ~ "~ri rt ~ ~ .,,.E....,~✓R ~niY ~l ? $,..,'f x..~ a'w)~w n~~f ~'~4.f. Si..tw ...~"L.....;.. ~ +-3k.'i S ~ ~ vp Y, a^~)k➢[ .,,`i t$ Area per panel 14.2 Based on manufacturer's description Number of attachment points 2 Based on minimum design requirement Average load per attachment point 234.3 Value used in loading model Maximum load per connection point 350 Value used in loading model below Roofing Support System: Using the information we collected we were able to model the supports system in your house. That model looks like this with the above calculated loading. 7901.5. ADAMS WAY LITTLETON, CO 80 1 22-360 1 303-221-1559 PHONE CONSUPSER@MAC.COM There was no significant storage in the attic space. It is assumed that no additional storage will be done in the attic. Loading the bottom chord of trusses can change their behavior. If heavy items are to be stored in the attic consult with CSS, Inc. to make sure the loading is acceptable. Please note, anytime you add weight to the roof there is a rapid change of loading. This change in loading, movement of materials and men, and the pounding that occurs, can cause small drywall cracks. These are not structural. If you observe any cracking, please call our office so we can make sure that there is nothing else that may have occurred. This type of cracking is due to normal house movement and is not the responsibility of the roofing contractor or the engineer. This opinion is based on the conditions observed. Calculations for acceptability are based on the conditions observed using current versions of analysis software. Change of use or loading by conditions outside of those observed can change the results of the analysis. Alterations to the framing will require a new analysis. This house is adegyate for a PV system with no structural modifications. Sincerely, '.E. 7901 S. ADAMS WAY LITTLETON, CO 80 1 22-360 1 303-221-1559 PHONE CONSUPSER@MAC.COM Validl f and Perr 6 S 11 Z1Z08 00 '3JORI 1tl 6S 1S NO1V3 b NNVWSNVH NNBN azw ..x exam 8 s®mar vow tu 0 9 CO - . 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Z ~-e U V Q C 1 `L < L p = v > Q O 2 w 3 Z d , \ V7 ¢ u 0 ~ o Q A z wo ~ \ O a ~OwNU r z x ~ U n a a Oct`- a ZjmrnO 2 K w O U W O o,Zryryw F O1 ° m~ U v ip n N Z W fO J a ZIK o,o z~ 2 , ~wU~J w Z ~ Z OOMW ¢a0 F a' ;0O O w V W2 w Uf 0 Z O .w~ovwi ~ y Fx¢ Fo . a rc nw 2yuiww, a r w ¢ z¢nm oz aZ . 1 w O waME a a xa0¢ H. ~owa3? eam"SUNTECH Solar powering a green future 180 Watt Maximum Power MONO-CRYSTALLINE SOLAR PANEL. eng neerea Torrnomeowners wno seers a roOTTOp solar solution - that combines' visual aesthetics with excellent efficiency. Features Withstands high wind pressure and snow load, and extreme temperature variations May be customized to meet customer specifications (Environmental Management System) certified factories manufacturing world class products UL listings: UL1703, cULus,:Class C fire rating, conformity to CE • On-grid utility systems • On-grid commercial systems c Dus C~ Suntech's technology yields improvements to BSF structure and anti-reflective coating to increase conversion efficiency The panel provides more field power output through an advanced cell texturing and isolation process, which improves low irradiance performance Unique design on drainage holes and rigid construction prevents frame from deforming or breaking due to freezing weather and other forces Suwc(h vvas nvmotf lostand Sultivtini 2093 Solar Energy Development (nmpan,y of i m 9enr NSUNTECH Solar powering a green future Electrical Characteristics Characteristics STP180S-24/Ab 1 r STP175S-24/Ab 1 STP170S-24/Ab-1 ' . STP1655 24/Ab-i STP160S 24/Ab-i Open-Circuit Voltage(Voc) 44, IV 44.2V 43.8V 43.6V 43.7V Optimum Operating Voltage(Vmp) 35.6V 35.2V 35.2V 34.8V 34AV Short-Circuit Current(Isc) 5.4A 5.2A 5A4A 5.04A 5A Optimum Operating Current (Imp) _ 5.05A 4.95A 4.83A 4.74A 4.65A Maximum Power at STC(Pmax) 180Wp 175Wp . 170Wp 165Wp 160Wp Operating Temperature . -40°C to +850C 1-1.1, 1 -40°C to+85°C . -40°C to+85°C -40°C to +85'C -40°C to +85C : Maximum System Voltage 600V DC 600V DC . . 600V DC 600V DC 600V DC Maximum Series Fuse Rating 15 AMPS 15 AMPS 15 AMPS 15 AMPS 15 AMPS Power Tolerance +3% +3 % +3 % +3% 3% STC Irradiance 1000W/m', Module temperature 25°C, AM= 1.5 Mechanical Characteristics Solar Cell _ Mono-crystalline 125xl25mm (51nch) No. of Cells 72(6x12) Dimensions 1580x808x35mm(62.2x31.Bx1.4irich) Weight _ 15.5kg (34.1lbs.) Front Glass 3.2 mm(0.13inch) tempered glass Frame Anodized aluminium alloy Junction Box IP65 rated AIW 02AWG), asymmetrical lengths 1200mm Output Cables (47.2inch) and 800mm (31.5inch), MC Plug Type IV connectors Temperature Coefficients Nominal Operating Cell Temperature(NOCT) 45°C+2°C Temperature Coefficient of Pmax -0.48%/°C Temperature Coefficient ofVoc -0.34%/°C Temperature Coefficient of Isc 0.017 %/C Temperature Dependence of 1sc, Voc, Pmax ,o E , Cell Temperature (K) Current-Voltage & Power-Voltage Curve (170W ) J AIMA F w dated with our latest technology and designed ompact design makes them ideal for residential on more cost effective. They are field-configu ersatile than ever Increased efficiency means a~ us th over 500,000 fielded units, Sunny Boy has us nd reliability throughout the world. t<< SB3000US SB4000US ..r 3750 W 5000 W 200 - 400 V C 17A 5%°. 4 183-229V@208V 5% 4_,,.. 183 - 229 V @ 208 V 211 -264 V@240V u, 7sov w_an 's V Specifications for nominal conditions Efficiency Curves ae - ow-asuV Oc Vw°ABOVOC www.sma-america.com Phone 530-273-4895 Toll Free 888-4SMAUSA is ro its r { mm-us r <7W/O1 W..v , W. _ <7W/O1 W - PWM,truesinewave, w, PWM, true sinewave, w current source current source Convection, regulated fan cooling Convection, regulated fan cooling 0 Included O Option - Not available m r ` Pnit f n..,xxr \ , -14 wn.++.w `tia.r N3 T .'i y e ra~ g..r SMA America, Inc. SOLARMOUM. U.S. Des. Patent No. D496,248S, D496,2495. Other patents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certification 2 Part 1. Scope, certification, and installer responsibility..... 3 Part ll. Procedures for code-compliant installations using the SolarMomua' Module Mounting System.... 4 Part 111. Installing SolarMount-? with top mounting clamps 9 Part W. Installing SolarMounr" with bottom mounting clips.. . 15 Warranty . 20 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly YNiMCO Part I. Scope, certification, and installer responsibility Please review this manual thor- oughly before installing your SolarMount system. This manual provides (1) sup- porting documentation for building permit applications relating to UniRac's Solar- MountTl Universal PV Module Mounting system, and (2) plan- ning and assembly instructions for SolarMount. SolarMount products, when installed in accordance with this bulletin, will be structur- ally adequate and will meet the 2001 California Building Code and the Uniform Building Code, 1997, hereafter UBC 1997 UniRac also provides a limited warranty on SolarMount prod- ucts (see p. 20). 3 UNIMC6 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Part II. Procedures for code-compliant installations using the SolarMount Module Mounting System This bulletin is designed to support applications for build- 1. Determine the Basic Wind Speed ing permits for installations using SolarMount°" PV Module Mounting System, manufactured by Unillac, Inc. at your installation site Follow the six steps below and the installation instructions on For the United States, see "Minimum Basic Wind Speeds in pages 9-20 to install SolarMount in compliance with the 2001 Mites per flour," reproduced below. California Building Code and the UBC 1997 If your installation is outside the United States or if you need Before proceeding, note the following: further assistance, consult a local professional engineer or • This bulletin addresses only wind loads on the as- your local building authority. sumption that wind produces the maximum load factor affecting an installation. Verify that other local factors, such as snow loads and earthquake effects, do not ex- ceed the winch loads. Give precedence to any factor that does. Wind loads are considered to act on the entire projected area, or may be perpendicular to any surface. • The roof on which the SolarMount will be installed must have the capacity to resist the combined Design Dead Load and Live Load per footing listed in Tables 2 and 3 on pages 6-7. i r 70 0~ v {~2sS'C WiNp $pEF➢7O nph ~ 4PEG@L WINO flfGle!J NOiFS t1uG04ftFPMAAiI0N 0£hrfRl WINCNC£Oryk,}WIIS ISA(tCPL9t5 1 CFIRLiA V(S 4TUMq.N'yZL tiIXIDJ0A5~n'4WUryiu~NCUWeN 0.ti1,1~.nib N%Ytl[o. U WNiPSfi,EDM1g111RdYet~iPx M,E'.iT9 PoCq ~3 PI,ATf3 MY-'/'~IJnI~AMYJI X51+6. VO tiYEFO 1Xl.l4gneE1>>U96f::Y.i.Y(NILMEtWfYN MY GI~FUni6 M'D'Ne hFM[8[p.lNl(1 3 C."JtiYOUA Figure i. Minimum Basic Wind Speeds. Reproduced from UBC, Vol. 2, Structural Engineering Design Provisions, Chap. 16, Div. III, Wind Design, Fig. 16. 1, "Minimum Basic Wind Speeds in Miles per Hour," p. 36. The map has been adopted by the 2001 California Building Code (Fig. 16-1, vol2. p. 36). FxFe 4 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly UN®IMC' 2. Determine the exposure category of your installation site The California Building Code* defines wind exposure catego- ries as follows: EXPOSURE E has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the site. EXPOSURE c has terrain that is flat and generally open extending 1/2 mile (0.81 km) or more from the site in any quadrant or having scattered obstructions extending one-half mile or more from the site in any full quadrant. This category includes flat or gently rolling open county and grasslands. Sites normally considered as Exposure B, but which are subject to topographic amplification or channelization, such as ridgetops or drains, shall be considered as Exposure C'.t EXPOSURE U represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is flat and unobstructed facing large bodies of water over 1 mile (1.61 Inn) or more in width relative to any quadrant of the building site. Exposure D extends inland from the shoreline 14 mile (0.40 km) or 10 times the building height, whichever is greater. Table I. Design Wind Pressure (psf) by Wind Speed and Exposure Category Design force applies to surface pressure and/or uplift (withdrawal). Basic Wind Speed (mph) 70 80 90 100 110 120 130 Category B IS' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 IS 19 24 29 35 41 30' roof height 12 16 21 25 31 36 43 Category C 15' roof height 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' roof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D 15' roof height 23 30 38 46 56 67 78 20' roof height 24 31 39 48 58 70 82 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 51 62 74 87 Source:These Design Wind Pressure (P) values are based on the formula P = C * Ca I q, r, 1w (2001 California Building Code., vol. 2, chap. 16, Structural Engineering Design Provisions, Div. 111, Wind Design, p. 38.10). Assume tions:l = I and C = 1.3. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per square foot (psf). To determine the Design Wind Pressure required for your installation, apply the following factors using Table 1: • your Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall significantly outside the range of the table, or if your Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authority. "2001 California Building Code, vol. $ chap. 16, Structural Engineer. ing Design Provisions, Div. 111, Wind Design, p. 38.10. 7Emphasis in the original, indicating material inserted by Californin into definitions adopted fi,om the UBC. 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing... Foot spacing refers to the space between L-feet (or standoffs, if applicable) along the same SolarMount rail (see Fig. 2, p. 8). If you are spacing feet to match a standard rafter spacing, con- sult Table 2 to determine your Minimum Design Live and Dead Loads per footing. (If you prefer to maximize foot spacing to minimize roof penetrations, skip to Step 41) on p. 8.) Locate the make and model of the PV module that you plan to install and the rafter spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design Live Load for the Maximum Foot Spacing and the Design Wind Pressure you determined in step 3. To meet code, you must verify that the roof rafter assembly atyour installation site has the capacity to resist the sum of the Design Dead and Live Loads. If they do not, try smaller footer spacing. (In this case, you may elect to use the procedures outlined in Step 4b.) If the result is still not acceptable, relocate the array to a stronger area of the roof or strengthen the inadequate framing elements. For assistance, consult a local professional engineer. Go to step 5 on page 8. 5 UUMM9 6 Installation Manual 214 SolarMount Code-Compliant Planning and Assembly Table 2. SolarMountTm Loads (lbs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must beat or above those in dicated.You,the installer, are solely responsible for verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure values greater than 50 pounts per square foot, contact UnIRac. Minimum Minimum Design Live Load as a M inimum Minimum Design Live Load as a Design Function of Design Wind Pressure Design Function of Design Wind Pressure Dead Load 20 psf 30 psf 40 psf 50 psf Dead Load 20psf 30 psf 40 psf 50 psf AstroPower AP65,AP75 RWE Schott ASE 300 48" raker (foot) spacing 33 157 236 315 393 48" rafter (foot) spacing 58 248 373 497 621 64" rafter (foot) spacing 43 210 31S 420 524 64" rafter (foot) spacing 77 331 497 662 828 72" rafter (foot) spacing 49 236 354 472 590 72" raker (foot) spacing 87 373 559 745 NA AstroPower AM I I0,APi 120 RWE Schott SAPC 165 (See Sharp NE-165U 1) 48" raker (foot) spacing 33 194 291 387 484 Sanyo HIT[ 90 64" raker (foot) spacing 44 258 387 516 646 48" rafter (foot) spacing 29 173 260 347 433 72" raker (foot) spacing 50 291 436 581 726 64" raker (foot) spacing 39 231 347 462 578 AstroPower APi 165 72" raker (foot) spacing 44 260 390 520 650 48" raker (foot) spacing 31 194 291 387 484 Sharp NE-80U 1 64" rafter (foot) spacing 41 258 387 516 646 48" rafter (foot) spacing 33 158 237 315 394 72" raker (foot) spacing 46 291 436 581 726 64" raker (foot) spacing 44 210 315 420 526 BP Solar 375, 380, 580, 585 72" rafter (foot) spacing 49 237 355 473 591 48" raker (foot) spacing 31 158 237 316 395 Sharp ND-123U1 64" rafter (foot) spacing 41 211 316 421 527 48" rafter (foot) spacing 38 197 295 393 492 72" rafter (foot) spacing 46 237 356 474 593 64" rafter (foot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" raker (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140W) 64" raker (foot) spacing 44 264 396 528 660 48" raker (foot) spacing 26 153 230 306 383 72" rafter (foot) spacing 50 297 446 594 743 64" rafter (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 41 70 72" raker (foot) spacing 39 230 344 459 574 48" rafter (foot) spacing 33 209 314 418 523 Sharp NE-I 65U I, NIT 1750 I, NT-18 5U1 64" rafter (foot) spacing 44 279 418 557 697 48" raker (foot) spacing 35 207 310 413 517 72" raker (foot) spacing 50 314 470 627 784 64" rafter (foot) spacing 47 276 413 551 689 Evergreen EC 102, EC 110, EC 1 15 72" raker (foot) spacing 53 310 465 620 775 48" raker (foot) spacing 35 208 312 416 520 Sharp ND-167UI 64" rafter (foot) spacing 46 _ 277 416 555 693 48" rafter (foot) spacing 28 174 262 349 436 72" raker (foot) spacing 52 312 468 624 780 64" rafter (foot) spacing 37 232 349 465 581 First Solar FS50D 72" raker (foot) spacing 41 262 392 523 654 48" rafter (foot). spacing 35 158 236 315 394 Shell SM 110 64" rafter (foot) spacing 47 210 315 420 525 48" rafter (foot) spacing 32 173 259 345 432 72" raker (foot) spacing 52 236 354 473 591 64" rafter (foot) spacing 43 230 345 460 576 Kyocera KC80 72" raker (foot) spacing 49 259 389 518 648 48" raker (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" rafter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafter (foot) spacing 44 192 288 384 480 64" rafter (foot) spacing 41 210 315 420 52,4 Kyocera KC 120, KC 125G 72" rafter (foot) spacing 46 236 3S4 472 590 48" raker (foot) spacing 34 187 281 374 466 Shell SQ 140, SQ 150, SQ 160 64" raker (foot) spacing 45 249 374 499 623 48" rafter (foot) spacing 36 213 320 426 533 72" rafter (foot) spacing 51 281 421 561 701 64" raker (foot) spacing 48 284 426 568 710 Kyocera KC 158G, KC 167G 72" rafter (foot) spacing 54 320 479 639 NA 48" raker (foot) spacing " 28 169 254 339 423 SunWize SW85, SW90, SW95 64 rafter (foot) spacing " 37 226 339 452 564 48" rafter (foot) spacing 35 190 285 380 474 72 raker (foot) spacing 42 254 381 508 635 64" rafter (foot) spacing 46 253 380 506 633 Photowatt PW750 72" rafter (foot) spacing 52 285 427 569 712 48" rafter (foot) spacing " 30 162 244 325 406 SunWize SW I I5, SW 120 64 rafter (foot) spacing " 40 216 325 433 541 48" raker (foot) spacing 34 190 285 380 474 72 raker (foot) spacing 45 244 365 467 609 64" rafter (foot) spacing 45 253 360 306 633 Photowatt PW 1250 72" rafter (foot) spacing 51 285 427 569 712 48" raker (foot) spacing 30 163 245 327 409 UniSoiar 64 64" rafter (foot) spacing " 39 218 327 436 545 48" rafter (foot) spacing 25 179 269 359 448 72 raker (foot) spacing 44 245 368 490 613 64" rafter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 " 72" rafter (foot) spacing 37 269 403 538 672 48 rafter (foot) spacing 31 162 244 325 406 64" raker (foot) spacing 41 216 325 433 541 72" raker (foot) spacing 46 244 365 487 609 6 Installation Manual 214 - SolarMount Code-Compliant Planning and Assembly UNAMW Table 3. SolarMount"m Loads per Footing at Maximum Foot Spacing To meet code, your Design Loads must beat or above the Design Wind Pressure indicated.You, the installer, are solely responsible for verifying that the roof can withstand these design loads, For specifications based on Design Wind Pressure values greater than 50 pounds per square foot, contact UnFac, 20 psf Design Wind Pressure 30 psf 40 psf 50 psf 20 psf Design Wind Pressure 30 psf 40 psf 50 psf AstroPower AP65, AP75 RWE Schott ASE 300 Maximum Foot Spacing (inches) 131 107 93 83 Maximum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (Ibs) 429 526 610 680 Minimum Foot Design Live Load (Ibs) 538 660 766 854 Minimum Foot Design Dead Load (Ibs) 89 73 63 56 Minimum Foot Design Dead Load (Ibs) 126 103 89 80 AstroPower AM 110, APi 120 RWE Schott SAPC 165 (See Sharp NE-165U I ) Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sanyo HIT 190 Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 125 102 88 79 AstroPower APi 165 Minimum Foot Design Live Load (Ibs) 451 553 636 713 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Dead Load (Ibs) 76 62 54 48 Minimum Foot Design Live Load (Ibs) 476 581 670 757 Sharp NE-80U I Minimum Foot Design Dead Load (Ibs) 75 61 53 48 Maximum Foot Spacing (inches) 131 107 92 83 BP Solar 375, 380 580 585 Minimum Foot Design Live Load (Ibs) 430 527 604 682 , , Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Dead Load (Ibs) 90 73 63 57 Minimum Foot Design Live Load (Ibs) 431 528 606 683 Sharp ND-123U I Minimum Foot Design Dead Load (Ibs) 84 68 59 53 Maximum Foot Spacing (inches) 117 96 83 74 SP Solar 3125 Minimum Foot Design Live Load (Ibs) 480 590 680 758 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Dead Load (Ibs) 92 75 65 58 Minimum Foot Design Live Load (Ibs) 483 588 677 763 Sharp ND-NOECU (140W) Minimum Foot Design Dead Load (Ibs) 81 65 56 51 Maximum Foot Spacing (inches) 133 108 94 84 BP Solar 3160 4150 4160 4170 Minimum Foot Design Live Load (Ibs) 424 516 599 669 , , , Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Dead Load (Its) 72 58 51 45 Minimum Foot Design Live Load (Ibs) 496 607 697 784 Sharp NE-165UI, NT 17SU1, NT 18SUI Minimum Foot Design Dead Load (Ibs) 79 64 55 50 Maximum Foot Spacing (inches) 114 93 81 72 Evergreen EC102 ECI 10 ECI IS - Minimum Foot Design Live Load (Ibs) 491 601 698 775 , , Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Dead Load (Ibs) 83 68 59 53 Minimum Foot Design Live Load (Ibs) 494 605 693 780 Sharp ND-167UI Minimum Foot Design Dead Load (Ibs) 82 67 58 52 Maximum Foot Spacing (inches) 124 102 88 79 First Solar FS50D Minimum Foot Design Live Load (Ibs) 450 556 639 717 Maximum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Dead Load (ibs) 71 58 50 45 Minimum Foot Design Live Load (Ibs) 430 527 604 681 Shell SM 1 10 Minimum Foot Design Dead Load (Ibs) 95 78 67 60 Maximum Foot Spacing (inches) 125 102 88 79 Kyocera KC80 Minimum Foot Design Live Load (Ibs) 450 550 633 710 Maximum Foot Spacing (inches) 145 118 103 92 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Minimum Foot Design Live Load (Ibs) 387 472 549 613 Shell SQ70, SQ75, SQ80 Minimum Foot Design Dead Load (Ibs) 88 72 63 56 Maximum Foot Spacing (inches) 131 107 93 83 Kyocera KC 120 KC 125G Minimum Foot Design Live Load (Ibs) 429 526 610 680 , Maximum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Minimum Foot Design Live Load (Ibs) 468 573 662 740 Shell SQ 140, SQ 150, SQ 160 Minimum Foot Design Dead Load (Ibs) 85 69 60 54 Maximum Foot Spacing (inches) 112 92 80 71 Kyocera KC 158G KC 167G Minimum Foot Design Live Load (Ibs) 497 612 710 788 , Maximum Foot Spacing (inches) 126 103 89 80 Minimum Foot Design Dead Load (Ibs) 84 69 60 53 Minimum Foot Design Live Load (Ibs) 445 545 628 706 Sunwize SW85, SW90, Sw95 Minimum Foot Design Dead Load (Ibs) 73 60 52 46 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW750 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Dead Load (Ibs) 86 70 61 54 Minimum Foot Design Live Load (Ibs) 436 533 616 685 SunWize SW 115, SW 120 Minimum Foot Design Dead Load (Ibs) 80 65 57 50 Maximum Foot Spacing (inches) 119 97 84 75 Photowatt PW 1250 Minimum Foot Design Live Load (Ibs) 470 575 664 741 Maximum Foot Spacing (inches) 128 105 91 81 Minimum Foot Design Dead Load (Ibs) 84 69 59 53 Minimum Foot Design Live Load (Ibs) 436 536 620 689 UniSolar 64 Minimum Foot Design Dead Load (Ibs) 79 65 56 50 Maximum Foot Spacing (inches) 123 100 87 78 Photowatt PW 1650 Minimum Foot Design Live Load (Ibs) 459 560 650 728 Maximum Foot Spacing (inches) 129 105 91 81 Minimum Foot Design Dead Load (Ibs) 64 52 45 40 Minimum Foot Design Live Load (Ibs) 436 533 616 685 Minimum Foot Design Dead Load (Ibs) 83 68 59 52 7 __.n____n_.__.n._.__"_..n...__.___.n_'. ...... n. _.n__ ...__.__...._d___.__n__ 2. Article Number ,\~ 1\\\I\I\\\l\\1\1 71bO 3'111 'lIl~~ \,S2& 522D 3. Service Type CERTIFIED MAIL 4. Restricted Delivery? (Extra Fee) 0 Yes 1. Article Addressed to: ~Keclli n Hansmann cm4 Eaton St. Wheat Ridge, CO 80033 Re: Fence ~ ~ MAY 3 1 2002 D Addressee DYes DNa . PS Form 38l1. July 2001 Oomestic Return Rl";lceipt DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 12296 Date: 6/11/2001 Property Owner: Property Address: 3994 EATON ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 940-8727 Phone: 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 (V. B.C.) and all other applicable ~j1eat Ridg rdinances, for work under this p::rmit. (OWNER)(CONTRACTOR) SIGNE - DATE. Total: $450.00 $23.50 X"7 $0.00 $11.25 $34.75 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: ~ Description: 6' CEDAR FENCE BUILDING DEPARTMENT USE ONLY -- Approval: MLC Zoning: R1-A SIC: Sq. Ft.: COMPLIES WI FENCE REGS ~ Approvai: OM OK PER SURVEY 6/8/01 ~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of tne State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or {B} the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proce W~.th su sive phases of the job. . ua c it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violatiQn of the provisions bu' dinQ~.; ~ r i!flY QJ:bilr ordinance, law, rule or regulation. ";'(_/~ /; Chief Building inspector (4) (5) (6) .~ ~ (u(o) rP?? <" ,,/ , DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDI~G INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2a55) A 'eEJ.Jc.ALlO ^I \<<:."., () 3qqLI Building Permit Number: Date: Property Owner: Property Address: Contractor License No. : \:to..<\s{)")c,,,." EaJ~(") s+, -'1$1 . COJJ.-- ..4- Phone: 3(;;;>' ~-q '-I C> -'6'71- ( . 1 Q..9J.J... 3:)3 C( l{ (0 - 06 q Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone :30Ci--ci:2,-7-3iOOO Construction Value: Permit Fee: [ hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or -covenants, easements or restrictions of record; that all measurements shown. and allegations made are accurate: that I have read and agree to abide by all conditions printed on this appHcation, and that r assume full responsibility for compliance with the Wheat Ridge Building Code (U.S. C.) and all other applicable ~ flidge ordinalS. tor work under this pel111it. ~ . (OWNER)(CONTRACTOR) SIGNED AM--1 . ~ DATE 1-( -/7 -0( Use Tax: ~t'50, 80 .~ Total: . Use: DescriPtion:. Co t @..Y..<i% ~\\<Jl.. BUILDING DEPARTMENT USE ONLY . ?:'g!1!rr~9...l!lI1l~~~,. ~l\~ \fJ'i{ff{.]. UlQ~$. SIC: Approval: IIIU:- G:, -1'01 Zoning: R\ - A. - IH! ~!lt-=;:;Ig~;JOk- P- Sv-rV'?r JUN 062001 gIlllli~QJ1K~o.1!lJ11!tl1.~ ~ G 1f1~1 Approval: Sq. Ft. ;.Jq 7 (] ?r,f; ,~"" rt ,t.. 'U 'J , Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the proviSions set forth in yopur application and is subject to the laws of the State of Colorado and 10 the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work. authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the onginal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspenSIon or abandonment exceeds one (1) year, full fees shall be paid for a new pennit. Np. worl< of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspectronsand shall receive written approval on inspection card before proceediing with successive phases of the jab. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the bUilding codes or a er 0 an:e, law, rule or regulation. (4) (5) (6) . - Ii: '" '" W I C - 0 " III 0 ., 0 . 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HO' ~I,I/h I +-'+"''l-Ol.......... ~:..(.'\) " F/, I ~ R'I- ro en ~ I~ ~"'...;.~\..e %>^ 'Z .Q 0 a. Q) co ~ .~\}~,... it. u- ~ +-' l....~ ;::::.~ 10..;:;:' C C-O~"O S rj~ W' .. ~ Q) Q)Q)+",c :::'*'e co """ . :;:. E E€~", =cc;. ~.. :'-'= " {jj 0 jg -0 ~ft' r-- I U .L., g > ~ r~n% ~Q,t''''~~r; /~.~l en Q) 5.- c y/ .. ~ * Q) > ,g -g (/) Jo:'. .... C;; ~ o .- co 1"; oJ P ,s:1 Q) jJ (J) III ~ I '/111/ ;.~\\" m m (IJ Q. ~.!2 ';tII~/1II1I1 \\ "!' [ l.... m +'" ID .Q-l:: I.,J .E:5 g. ~ 5~ / /' -I.t\~ ~ C Q) x:j;:;- ~ oe::o(i)-"' 0 n. 0 x ID qj",:; Q,. :llll ID r.ii e 1U~ I I +-' -ID en OJ / . ucIDm..... Q}~ UI 0) Q) 0.-..... -... =ELE-o ,,-.. Q) en 0).- c: t: - l.... Q) a. I- rn (ll 0 1!Il ..c -(1) > Q) 0.'1- ~ ~ _r E..cUlO 1) ,.... 'l-R Q.; +-'.c (jj (jj lit ~~.8 Eo.- <U ~~ Q) _.- .Q,o.~.Q .0 .0 Q) (J)"O >0 <.:l C U t..C ..c.~ co S ...9 c""" +'" l... >."U .w C09~1tl.gj~0l !g Ca:f=..cc .~ E~ :8 +"'+"'55ili :J~ a:I .<<1 >0.0 - 0' E :5:t: 2J t: >-.ii? l....O.....-e~c.o~ .E o u"'" 0)...... ID (1j- c Co+'" E l.... --1: ._ ZCO C Q) 0 0 (jj aSORQ)i:>Ol -g). ,.....t:: +'" 0 C .... Q} Ol ...,lU ..c.~ l.....- 0 OR "0 ~t o.~ oc:R,..: ~ u...>-.2 ~.~ e o.!; g ou.Q)-~>.O .8..... c IJJ(: :g.o"!= OJt~ ~...,:J cD Q) IJj ID .S;;~(:: >. WQ) IDE "E~s: E +'" C Q).Q2 0""0 C:.:: l.... E III {.)..c~ Ill.. t\I III (.) (j (J) Ecoo~m 't~a Q) Q) C 0... .....- >Eo-oE' W~iU OQ):PQ)(IJ CJo<.:l l=; > 0.0..... - <.:l~ """0 ID.c 0 I-.!!l.... E l.... C 0 C 0"0 ~ - 0. C U,I .... o.s 8~~ ~~~ ! I ), '\,; ~>,., .. z " 0 i: Vi ~l!iffi h~ ""0 ~"Z ozc ~'0 >0" ..w~3!: ~~.~ !l~~m '0 00 .w '" .0 " .!: ~ C o The City of GWheat 'Ridge 7500 WEST 29TH AVENUE . WHEAT RIDGE, COLORADO 80215 May 4,2001 Kevin Hansmann 3994 Eaton Street Wheat Ridge, CO 80033 RE: Proposed fence alon!! east property line @ 3994 Eaton Street Dear Mr. Hansmann, Due to property line location concerns that were brought to our attention related to your proposed fence installation. We will require that a survey be provided showing property pins that have been found on the property. If no pins are available, a boundary survey establishing these pins will need to be created. Installation ofthe fence without the required permits will result in being charged a penalty of triple the building permit fee for the proposed improvements. If you wish to continue with your application, please provide the required information by June 1,2001. Any questions or comments may be directed to myself at 303-235-2853. Sincerely, t);~. a.-t. Darin r an Codes inistrator Cc address file (303) 234-5900 . ADMINISTRATION FAX: (303) 234-5924 . POLICE DEPARTMENT FAX: (303) 235-2949 CITY OF WHEAT RIDGE FENCE HEIGHT STArlDARDS Fences include: hedges, walls, woven wire, and ornimental. iron Questions? Call the Department of Community DeveloDment 235-2848 or 235-2852 , 6 fences be- hind the front 1 ine of the structure can be up to 6' in ht. fences in front of the front 1 ine of th, structure can be up to 48" in ht. fences wi th i n a 55' triangle can have a maximum ht. of 42" inches "- --- @) I 1 , \ \ 1 ~ i \ , , J J - , -.J .. - " C" ; .f..;) i u I "y , , ~i I "i ~i I ,. ! fi I .;>\i ..:;;1 I \.II I I . I 0 I ,.. I V .., , < i {t I I I ~ I <5 t.o .... ""\'S .... ~ u o o QI I J '1 -a ~~ I It .s ,. ~~ \\) '" )J ,,() ....~'f) J '"~~ 1/-- "'_,~ ,<,.:,;::r..",..V ,,,.,'...u,-;N(J -....--...... ~M"""~""""'" ..,...,.,.....,.- ""'~."'~ G \ , " i , I ~ 1 , i \0 ....~ro"H -- _..:;.-"1#'" , (J ...,. '~ ..,~ ~ t.1\. 0/ ) '\1' C?' -l ! I ! f, I ." i l~ )~ ~i Q 1"'1. J Q) I \ \ , \\ \" , \'?: '~ \ '\. \\ \.~",.,.i.;"','" 'O>s.......CJH -~~ ...._.......~.---, f' i ! / / )- 1'<:;t" , " '.t~ " i J i .----.."-.'0.1 i I I , , ~~0.,._1 f N ,y A-ro>...:;Bo lJ "'P'R.'\' TO · I~ose '" €)( \ S'1TI/~ ' ~ 'C-~N l".If\lt- F'ENa:;.J' }-IO'----* ! " PRo ?OS6'l> Cr:::'DA-R.~tsNLe --,~ (~\"lA-J.../..) · fOOL ~I-1-ej) I 1 II:> ;" I I ~ ~ Q, c €1 lfJ --G BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice Job'Located at "?99C/ t54~ <7'" I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: ? f:/ ~e.nrP .c;1roA"IA/I; j . I You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. Date 1.( /t,R,1o / f IfLL , Inspector for -Int Dept. FORM WR6-22 DO NOT REMOVE THIS TAG - ~,", ".~=-'~"?frP"",,'""'.'''''''''",,'''''$''''''';!NY_~C~'"''''''''_F=''' ."<"'""","0.., " '. .., ~. BUI~ .OING DEPARTMENT (303) ~35-2855 CITY OF WHEAT RIDGE * * Correction Notice Job located at "?99<:/ E4:1C-',? 5" I have this day inspected this structure and these premises and have found the fOllOWing violations of City and/or State laws gov- erning same: ~ ;::::- ~1'- .It? , ~ : ~ ~'~\~, ....,.., .bP#J~I;i I ? '-~,' l OJ ~' " j 'j }~ t j .1 ;} ,oj 1 J ~ -Y~S' /1 i .-" ^,' _...::'.. 1." ::::-~ .. -:::'.. , '~ if j ;0; You are hereby notififld to correct the foregoing viola~ions. ....~ \vb", ""'''''''',,'' h.ve ...... m.... "".1 '"<'.......". ~ Date ~Sj,,~101 ',-;- h2L ' IoIapector tor llulldlnt Dept. .!;. FORM WRa-22 DO NOT REMOVE THIS TAG -, .~, ;;j:,o~:,,;;~,;,;,:. ;'-"';:~h~j.:' .'-<-;" "~;\'~::'i;:~Li~:L;{;}~td~o ."'::ii."'..,,,;';,,,, .'.'...-...-''',.-..:..,.'-. '........-...-,..,.. ';i\j/~:;~t'i~~::,;f(~.;,:::_~~:~:c:\~;~ ~:'~ .~ 7/ Li::ciB >)i,_,~>'i,:~\:~. -._.~-~/ - - - - - - - - - - - Be\::'- - ~~~~'-e rlA.Vl >-t 53.94- &h", -h ~_Lt f\.1.e.I ~~.,..... ~:o-~~-~~~~ ,- ~ b~_Jbv e:l::' T~~... r-~~~~_~~ -\In,~~.s. -1A .\ ~..e ~\&.1:r ~~~~ -. ~ '\y.~ ~..s~~ ?v'< b-...\~ -- \,\.... ~-N. l ~<I.t:t ~ ~ ~ l! --tW.~ h~ ~ ~a:.r-_ ~a ~ ~-\-. -- ~ - -- . - .. - - - -- . --- - -- DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: 11282 Date: 10/5/2000 Property Owner: Property Address: 3994 EATON ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 940-8727 Phone: (OWNER)(CONTRACTOR) SIGNED DATE }().(, .() 0 Total: $2,000.00 $69.25 $0.00 $50.00 $119.25 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 res nsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable heat Ri e ordin ces, for work under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: Use: Description: DECK BUILDING DEPARTMENT USE ONLY ~ Approval: TRC Zoning: R1-A SIC: Sq. Ft.: ~ ~ 10/5/00 BUILO TO COOE Please Note: Owner I contractor is responsible for locating pro rty lines and constructing improvements according te the approved plan and required development standa s. The City is not responsible for inaccurate informa ion submitted within the plan set and any ccnstructi n errors resulting from inaccurate information. Approval: BG --- Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval : Expiration Date: Approval: Expiration Date: Approval : (6) This permit was issued in accordance with the provisions set forth 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, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specificatlons and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the-job. The is ~~.r.t or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions uil i / II ~ any other ordinanca, law. rule or regulation. , (1) (2) (3) !~l DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: ' BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date . ~ -2 'is""-DO 7500 WEST 29TH AVENUE WHEATRIDGE,CO 80215 APPL\Cf:\TIDN t< e. I.:) \ ("\ 3"\."'I.L.1 t-\.GV\ S fY) U. {\ I"\. &0..\0<' b~' Phone; ~2,O'b-q'--IO-g7 ~ l Property Owner: Property Address; Contractor License No. : Company; OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ~ Phone: Construction Value: ZOOQ'-'u Permit Fee; Use Tax: I hereby certify that the setback .distances proposed by tryis permit apf?lication are aC?Curate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge A.' covenants easements or restrictions of record; that all measurements shown, and allegations -made are accurate: that J have read and agree to abide by all conditions printed on this application. and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances. for work under this permit. (OWNER)(CONTRACTOR)sIGNED~~ /-t.,-,,<~ DATE-f-2X-oo Total: Use: -. . ) Description: J.)e c,," LOn!l1g<l,;omm~l!~ Approval: Wt Zoning; ~"/~ !!:ultgllJg:~.ctm!!!enlll3 Approval; 1;/~jtiO ~UD~I~WP.!~~~lUlenD9 Approval ; Occupancy: SIC; - BUILDING DEPARTMENT USE ONLY t6",/cI tc/ ~.Cu/e. Walls; Roof: ~ Stories; "<.!\:J .~ Residential Units: -- ..-._..,~ Electrical License No ; Company; Plumbing License No ; Company: Mechanical License No : Company; Expiration Date : Approval: Expiration Date ; Approval ; Expiration Date: Approval; (1) (2) (3) thIS permit was issued in .c......d4.._wtth the pravisiona set ftIrt1'l in yapur agplic:atjon and is lUbJectta the laws of the State of ColCraCo ItId to the 4"'.omng Regulations ancI 8uiJding Code of '^"-t Ridge; Co6cndo or any other applicable OfdtNlnces of the City. thIS permit Sh.111!XPtre If (A) the WOI1C.utnonzed is not ec.......o!.A.c:.d wltt-lIn SIXty (60) days from issue date or (al the building authonzed is suspendea or abanaoned. for a pent)d of 120 days. If ;hIS permit C!Ji:pues. ill new perrm may be Icquired for a fee of one-half the amount nonnaJIy ~uired. provided no changes have been or will be made in the angInal Plans and s~...Jio.4<~~ and any suspension or abanconment has not l!tXC:eeded one (1) year. If changes are made or if suspensIOn or aDandOnment exceeds one (1) year. fUll fees sna!I be pajd far . new permit. No wort( of liny manner shall be done I'lat will Change the natur.l1 now of water causing II drainage prtlb!em. Contractor shall notify It'le Building lnapeaor twenty.taur (24) hours in advance tor all rnspedions and WiI receive written approvae on inspecbon card before Proceediing WitI'I successive Dhases 0I1he job. The l$Suance Of a perm;c or the apgrovat of cbwings and ~snall not be constnJet1 to be . permit for. nor an approval of, any WoIation of the pnMsians of tt1e building or otr'Ier ordinance. law, Me or ~n. . 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I , I . --r ___..J --,--.- I , ! .~ .t r' , ,"---,---- _'__~__~----~ ( DATE: I -;;;- 7 -7 f TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: c.o- (jqcp~) The property signed off by inspection. at 399'{ the Building Department :t ~ SJ- has been and is ready for a CO Once the inspection has been completed, please in{orm the building department as to the status. Thank you. PUBLIC \,ORKS APPROVAL c> '- !-~"I1-- Remarks: DATE: I - d, 7.-9 7 A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: 3c;qc./ (j;~~ (~~ ~,~.i97d-) PURPOSE OF STRUCTURE:. (jJ)l2.. -k.. S. s., y J- ~~ Building DePt.APproval:_~~ t 7&"/{' Remarks Zoning Approval: _~ Remarks (-Jc7 .q~ DEPARTMENT OF PLANNING AND DEVELOPMI::N I BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH A VENUE WHEAT RIDGE, CO 80215 ~ullalng I"'ermlt Num;~'8r : Date: Property Owner: Property Address: Contractor License No. : Company: /~/// /hH~ pkLir/G K.e-JIJo J/_~tnAh/) $9"'1 E4toh {f- Phone: ~ Phone: iI()ff- 1<5"#1' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: I hereby certify that the setback distances proposed by this pennit application are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants. easements or restridions 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 C,Jde (U.B.C.) and all other apPlicabl2Zt Ridge Ord}n"s. for wort< under this permit. (OWNER)(CONTRACTOR) SIGNED "'~~//~ DATE).-Zpf!r Total: Description : ~/i-,;,;') J)Ji;;b Iv n'5/Ye'e.?/I O'Cl.,j;;'1 BUILDING DEPARTMENT USE ONLY , jt"n//u;J ~J1l!jiYeab'iD'iitii~ Approval : Zoning: .........In. fC!8mmen...... ~.~...~--~~ Approval : (IQb!l~o"l'kS;.co1'nmen1s:! Approval: Occupancy: Walls: Roof: Stories : Residential Units : Electrical License No : Company: II.z Illm>Y/ ell" ".:ft-it Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: :3 fEl'.JI!is~I!!fe(f:a Expiration Date: Approval : m f"',"l1s~~ultedr J Expiration Date : Approval : II ~Uli'Jll~ (1) (2) (3) This penM was ISSUed In accordance With the proVisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of VVheat Ridge, Colorado or any other applicable Ordinances of the City. This permit shall expire If (A) the work authonzea IS not commencea Within SIXty (60) days from issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. If this permIt expires. a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paId for a new permit. . NtI work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notIfy the Building Inspector twenty.four (24) hours In advance for alllnspecttons and shall receive written approval on inspection card before proceedtlng With successive phases of the Job. The issuance of a permit or the appro'~'al of draWings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of the building codes or any other ordmance. law. rule or regulatiOn, (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VAllO ONLY WHEN SIGN EO BY THE CHIEF BUILOING INSPECTOR ANO MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION ;:t3 t? <9 # L/7::, c( INSPECTION TICKET JOB ADDRESS 3'1'1<1 6-~ SA.- DATE: ;(-/f, pfc:L BLDG. PERMIT# </731 BLDG. CONTR. PERMIT# ~~ , SUBCONTRACTOR REMARKS INSPECTION TICKET ~~~RESS3?fr-C~ ~ DATE: /, t/f3 (i/fi:l BLDG. PERMIT# ~<1 :;, <f PERMIT# BLDG. CONTR. REMARKS W.A. FORM 6-19 .,/ (?/ (6 -57 INSPECTION TICKET JOB ~ D_-L _" ADDRESS ~ \...:C.A....~ ," DATE: 3 -( If j!;P d2 fr BLDG. PERMIT# '17.3 <f BLDG. CONTR. PERMIT# ~ SUBCONTRACTOR om,,,, 'ro~~4~' TYPE OF INSP. _ _~ _~ ~ INSPECTION MADE C)-I '9' "9'3 REMARKS ~~ ~-'/ W.R. 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" r l> z '" ;0: c '" -< l1; g ;0: ~ z < -< :I: u; l> " " r- (') !i (5 z -< :I: -< u; 0; " '" " ;0: OJ ~ r o o z c; 0; :I: I" Z '" ;;; Z I" o ':!1 -< :I: '" o :I: ;;; " ~ c r= o 2 '" 2 '" " I" o -< o :u l> z o -< :I: I" ;0: ~ o :u "'.... """ ....0 mE:! 'f~ ~m m'" x-i -i"" . "' "';: g:)> < "m . z Oc ;"m o X '" Co> Cll il .11 \ I~ i i o rTJ ~ :u ",-I ocS: --m -Irz -<52"'-l oz. GlO "11 "11 =;zo IUlO TTl-c;: )>-1 TTl ;: Oc :u:jz -0- Oz-l ~ .-< .. Eo O<1T1 0-< r~TTl OOLO 'z -u ;: TTl Z -l o l> r r '" ... :I: o c :u '" " :u <5 :u -i o -u rTJ :u :;:: =i z p i z ~ 01;8:l '" <D"" (")N:Jl<} -l ::t:I:;~ O.J::>.~ Z ......:r?<l "'''' ... ><I FOUND 1 1/2" PIPE l~[N]LD ~U[RV[EV [Pl~l [P~[Rl OF lHE ~E ~/~ OF ~EC1~O[N] 2~ lOW[N]~H~[P 3 ~OU1H~ [R~[N]~E ~~ WE~l OF lHE ~lH [PM COU[N]lV OF JEFFE[R~O[N]~ ~l ~ lE COlO[R~LDO ~ .... +- C\J. "r co co * ~ co ~ "r '" ""' "-- LOT 20 FOUND PIN AND CAP LS 372 .31S a.nd .3'E OF TRUE CORNER (DID NOT RESET) FOUND 1/211 PIPE 1.3' fence to property line 240.83' (240.0') 160.32' (80.5') J 80. 5' 89012'41H (57.04' ) I F04' 89012'41" ~ 89<J24 ' 46" East side 6' wood fence on pro perty line ~ ~ a ~ ~ 0 ~ ~ ..... "---- ~ co h . co C;q "r ~ C;q "-- ~ .... C\J. h co V) ~ "r ~ ~ a h ~ C;q ~ LEGAL DESCRIPTION: ~ EAST 80e5' .J .... l() OF LOT 21 ~ ~ ..... .. l() co "r ~ ,......... co LOT 15 "-- "r ~ ..... "-- ... ~ ~ C\J. l() co 0) C\i ~ "r C "'" . QJ C\J. "rl ~ LOT 21, EXCEPT THE EAST 80.5' STEWARTS SUBDIVISION County of Jefferson) State of Colorado. ~ ... ..... 631~ ~ oj ~ "r ~ """"- "-- LOT 22 LOT 14 lI) ~ h ~ h lI) ~ ~ ~ ~ ~ ~ a h ~ a: ~ ~ SURVEYOR'S s'r A TEMENT:-'- ":<~~",'~::':;:"--':',;-,~.'~ LOT 21 CONTAINS ~;3845 SQUARE FEET East side 6' wood fence on property line 160. 85 1 ~ 90.56' 46 H ~ To all parties interested in title to premises surveyed; I, Richard p~ Pal1ner, a Professional Land Surveyor, duly registered in the State of Colorado, do hereby certify that this Land Survey Plat, and the field survey upon which it is based were made under my direct supervision, and to the best knowledge, information and belief, this map accurately depicts the results of said survey~ NOTE; THIS SURVEY WAS PREPARED WITHOUT THE BEN/FIT OF A TITLE COMMITMENT. 90"44'41" 241.36 1 (240.0') \ (80.5') 80.51 OJ a "r l() ~ ~ate: _~$./____________ STEW ART GARDENS RICHA" R Professional Land Surveyor Colorado Registration Number 25375 FOUND NO. 5 REBAR LEGEND o DENOTES FOUND MONUMENT AS NOTED o DENOTES SET PIN AND CAP LS 25375 (125') DENOTES PLATTED DIMENSION 125.08' DENOTES MEASURED DIMENSION -x- DENOTES FENCE NOTICE: ACCORDING TO COLORADO LA vtt: YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MA Y ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DA TE OF THE CERT/FICA TlON SHOWN HEREON. 20 0 20 ~~~E1IiiiiliI~ scale 1 H ==20 t 40 DEPOSIT CERTIFICATE: Deposited this_________ Day of__---.......-___, 20____ at _________ M., in Book_--~--_- of the County Surveyor's Land Survey PlatsjRight-of-way Surveys at Page, _________, Reception No.________________, County of Jefferson Records. BY PALMER J1700LlJR/lJCE SURVEY.fN~ .fNCj 5500 S S.fMMS SF. L.fTTLETON; CO. 80127 (303) 904-1345