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10490 W. 38th Place
A i CITY OF WHEAT RIDGE _��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7i1_; F E A Job Address: 10q 9d tir JP h )& Permit Number: 21ol7097j�� ❑ No one available for inspection: Time /SL/ AM/PM Re -Inspection required: Yes (�O) When corrections have been made, call for re -inspection at 303-234- Date:-7/////9 03-234- Date:7 / /9 Inspector:/ DO NOT REMOVE THIS NOTICE City of Wheat Ridge � r Residential Roofing PERMIT - 201707602 PERMIT NO: 201707602 ISSUED: 09/22/2017 JOB ADDRESS: 10490 W 38th PL EXPIRES: 09/22/2018 JOB DESCRIPTION: Residential Re -roof to install IKO asphalt shingles - 22 sqPitch = 5/12 *** CONTACTS *** OWNER (720)272-7275 TIMBLE ROBERT J SUB (720)209-4635 Michael Lindberg 140280 Pioneer Home Solutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,654.00 FEES Total Valuation 0.00 Use Tax 118.73 Permit Fee 140.90 ** TOTAL ** 259.63 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Residential Roofing PERMIT - 201707602 PERMIT NO: 201707602 ISSUED: 09/22/2017 JOB ADDRESS: 10490 W 38th PL EXPIRES: 09/22/2018 JOB DESCRIPTION: Residential Re -roof to install IKO asphalt shingles - 22 sq Pitch = 5/12 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 a further fittest that I a egally authorized to include all entities named within this document as parties to the work to be per fp me tCt�d tkiat �fll y+ork t e performed is disclosed in this documyent apd/or.}ts' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po icies 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 changeof the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all re uired 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 ranting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable a apn�y�ordiinanc_ _e o egulatao of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 2 o i .7 U v L From: no-reply@ci.wheatridge.co.us Sent: Tuesday, September 19, 2017 6:S1 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION T� L Property Address 10490 W. 38th Place Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Lynn and Bob Timble 720-272-7275 137 T G 9 Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Timble Contract.ipq Contract CONTRACTOR INFORMATION Contractor Business Pioneer Home Solutions Name Contractor's License 140280 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 720-209-4635 Number (enter WITH dashes, eg 303-123-4567) Contractor Address 700 N. Colorado Blvd, Suite 170 (Primary address of your business) Contractor Email Address mike@phsdenver.com Retype Contractor Email mike@phsdenver.com Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 22 No i� Pitched roof (2:12 pitch or greater) 138 both? (check all that apply) What is the specific pitch of the PITCHED roof? How many squares are part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) 5/12 22 IKO Cambridge IR Asphalt house and attached garage 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 139 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Mike Lindberg Email not displaying correctly? View it in your browser. 140 7oo N.. Colorado Sfvd Suite 170 i .. .+�► _ Denver, CO 50205 1 0 !�. ! E 6 R 1202094635 ass ma phsdenver. corn . .nfo@Oph sdenve r co m Customer -tin4 GT1 o,61 e "one -T-Z0y 2 7 Z1�z Email -- Address W !] i { 1 % 0.C�� City .y�l \ G State lU Z D -- --- -- Pioneer Home Solution ffLL ee�[vei r "PHS"") agrees to provide the labor and materials for insurance ; Claim � 9162 4�o�✓ � with the approximate "commencement" of work the week of (per terms). The customer gives PHS permission to speak and negotiate with their insurance company to esta lisp a total Replacement Cost Value (RCV) for repairs. The customer has the right to rescind this Coonnttract within 72 hours of entering into it and can notify PHS of rescind via email, mail, or in person. Ro ing _Tea✓rr-o�ff,, haul & dispose of existing roofing material _Install pipe jacks -Install roof vents nstaif f �.[J G M 310l 1�� In the Color C vt 131RC-0- —Ins If felt paper _Install ice & water shield if required by city code and in accordance with claim warranty stadrip edge if required by city code and in accordance with claim Clean up property _Lifetime workmanship •' Customer is responsible for all HOA approvals on materials and colors -* Customer is responsible for coordinating and scheduling any satellite dish remounting, realignment and calibration with their service provider Additional Work & Specifications — -�-- � -A-,L;- C t TMJ - ._ , 7 I C -.-LJ 2 r (f:) ti r - The total cost will be equal to the full and final Replacement Cost Value (RCV) as determined between the insurance company and PNS. Customer understands that if s/he has RCV coverage for these repairs, s/he will be out of pocket the deductible amount and if s/he has Actual Cash Value (ACV) coverage, s/he will be out of pocket the difference between the ACV and RCV. Changes (supplements, overhead/profit (O&P), permits) from the current RCV to the final RCV will be reflected in the insurance company's estimates and loss reports and are considered as updates to this agreement. The customer agrees to pay PHS in whole For these additions. The current RCV estimate for the specified work and materials for known damages is $ / -50 i -7!, 0 3 • and progress payments will be paid to PHS as received from the insurance company, PHS shall hold in trust any payment from the customer until the delivery of materials at the site or has performed a majority of the roofing work on the property. Make all checks payable to Pioneer Home Solutions Half down of RCV upon DELIVERY of materials $ Date Initials Remainder of ACV payout upon completion $ Date Initials Remainder of RCV, O&P, supplements, permit fees $ Date Initials FINAL TOTAL/RCV $ Date Initials vustomer and PHS agree to the materials, specifications, terms stated herein, on back and supplements to this agreemen :ustomer PHS, by l�► , representati ignature Signature Ite 227Ti a Date s �I ® City of Wheat Ridge �f Residential Solar PERMIT - 201708764 PERMIT NO: 201708764 ISSUED: 11/01/2017 JOB ADDRESS: 10490 W 38th PL EXPIRES: 11/01/2018 JOB DESCRIPTION: Residential Solar panel reinstallation of 4.59 kw roof mounted grid tied solar PV system. *** CONTACTS *** OWNER (303)506-0290 TIMBLE ROBERT J SUB (888)765-2489 Jared A Miller 110035 SolarCity Corporation *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: R-3 / Residential SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,242.40 FEES Total Valuation 0.00 Use Tax 131.09 Permit Fee 156.75 ** TOTAL ** 287.84 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I by my signature do hereby attest that the work to be performed shall comply withal I 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 ermrt. I further attest that I am le all authorized to include all entities named within this document as parties to the work to be per med and that all work to be performed is disclosed in this document and/or it ' ac m anying approved plans and specifications. I neu-ft-evf-105AiNER or CONTRACTOR (Circle one) Date 1s prmit was issued based on the information provided in the permit application and accompanying plans and specifications and is shbject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatR dge CommuNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 FOR OFFICE USE ONLY Date: // �7 Plan/Permit # ; G ! 7o 7ny Plan Review Fee: �Z�7_ ?-Z-/ Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 10490 W 38th PI, Wheat Ridge CO 80033 Property Owner (please print): Robert J Timble Phone: 303-506-0290 Property Owner Email: Mailing Address: (if different than property address) Address: Same as above State, Zi Architect/Engineer: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarcity.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT X OTHER (Describe) Solar PV (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) R&R 4.59 kW roof -mounted grid -tied solar PV system Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 6242.4 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE OiVE• (OWNER) (CONTRACTOR) !Zr (AUTHORIZED REPRESENLITIVE) of (OW - R) (COAYRACTOR)W PRINT NAME: Tyler Ward ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS SIGNATURE: Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY DATE: 10/30/2017 OCCUPANCY CLASSIFICATION: Building Division Valuation: $ E'9 3055 Clear✓ievv `.`lay, San Nlateo, CA 94402 (2 -88) -SOL -CITY (765-2489) vnt.v 5olarCity_com June 23, 2014 Project/Job # 8005127 RE: Project: To Whom It May Concern, COVER LETTER Timble Residence 10490 W 38Th PI Wheat Ridge, CO 80033 Version #37.2 A jobsite survey of the existing framing system was performed by a site survey team from SolarCity. Structural review was based on site observations and the design criteria listed below: Design Criteria: Applicable Codes = IRC 2006 / IBC 2009, ASCE 7-05, and 2005 NDS - Risk Category = II - Wind Speed = 100 mph, Exposure Category C Ground/Roof Snow Load = 30 psf (Unreduced) MP2: Roof DL = 7 psf, Roof LL/SL = 30 psf Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D On the above referenced project, the structural roof framing has been reviewed for loading from the PV assembly on the roof. The structural review only applies to the section(s) of the roof that directly supports the PV system and its supporting elements. After this review it was determined that the existing structure is adequate to carry the PV system loading. I certify that the structural roof framing and the new attachments that directly support the gravity loading from PV modules have been reviewed and determined to meet or exceed requirements of the IRC 2006 / IBC 2009., Please contact me with any questions or concerns regarding this project. Sincerely, Humphrey Kariuki, P.E. Digitally signed by Humphrey Kariuki Civil Engineer Main: 888.765.2489, x3515 Date: 2014.06.23 21:16:39 -04'00' email: hkariuki@solarcity.com 3055 Clearview Way San Mateo, CA 94402 T (650) 638-1028 (888) SOL -CITY F (650) 638-1029 solarcity.com 06.23.2014 A\ /7 SleekMountT'" PV System Version #37.2 J - Structural Design Software PROJECT INFORMATION & TABLE Ut LUN I EN I b Project Name: Timble Residence AHJ:', Wheat Ridge Job Number:) 8005127 Building Code: IRC 2006 / IBC 2009 Customer Name: Timble, Robert J Based On: IRC 2006 / IBC 2009 Address: 10490 W 38Th PI ASCE Code: ASCE 7-05 City/State: Wheat Ridge, CO Risk Category: II Zip Code; 80033 Upgrades Req'd? No Latitude / Longitude: 39.769921 -105.116020 Stamp Req'd? Yes SC Office: Denver PV Designer: Derrick Olds Calculations: Humphrey Kariuki P.E. EOR: Humphrey Kariuki P.E. Cover Letter 1 Project Information, Table Of Contents, & Vicinity Map 2 Structure Analysis (Loading Summary and Member Check) 3 Hardware Design (PV System Assembly) 4 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D 10490 W 38Th PI, Wheat Ridge, CO 80033 Latitude: 39.769921, Longitude: -105.11602, Exposure Category: C LOAD ITEMIZATION - MP2 PV System Load PV Module Weight (psf) 2.5 psf Hardware Assembly Weight s 0.5 psf PV System Weight s 3.0 psf Roof Dead Load Non -PV Areas Material Load Roof Category Description Lo MP2 Table 4-1 Roofing Type At Comp Roof ( 1 Layers) 2.5 psf Re -Roof to 1 Layer of Comp? I No W Underlayment Ri Roofing Paper 0.5 psf Plywood Sheathing RZ Yes 1.5 psf Board Sheathing Lr None Equation 4-2 Rafter Size and Spacing Lr 2 x 4 @ 24 in. O.C. 0.7 psf Vaulted Ceiling Table 7-3 No Miscellaneous Miscellaneous Items 1.3 psf Total Roof Dead Load 7 psf MP2 7.0 psf Reduced Roof LL Non -PV Areas Value ASCE 7-05 Roof Live Load Lo 20.0 psf Table 4-1 Member Tributary Area At < 200 sf Roof Slope I 5/12 W Tributary Area Reduction Ri 1 Section 4.9 Sloped Roof Reduction RZ 0.95 Section 4.9 Reduced Roof Live Load Lr 4 = Lo (Rt) (R2) Equation 4-2 Reduced Roof Live Load Lr 19 psf MP2 19.0 Psf Reduced Ground/Roof Live/Snow Loads Code Ground Snow Load p9 30.0 psf ASCE Table 7-1 Snow Load Reductions Allowed? P5 p° No ASCE Eq: 7.4-1 1000/0 Effective Roof Slope 220 I Horiz. Distance from Eve to Ridge W 14.8 ft 30.0 psf Snow Importance Factor IS 1.0 Table 1.5-2 Snow Exposure Factor Ce Partially Exposed Table 7-2 1.0 Snow Thermal Factor Ct All structures except l as indicated otherwise Table 7-3 Minimum Flat Roof Snow Load (w/ Rain -on -Snow Surcharge) Pr -min 30.0 psf 7.3.4 & 7.10 Flat Roof Snow Load Pf pf = 0.7 (Ce) (Ct) (I) pg; pf >_ pf-min Eq: 7.3-1 30.0 psf 1000/0 ASCE Design Sloped Roof Snow Load Over Surrounding Roof Surface Condition of Surrounding CS - °°f All Other Surfaces Figure 7 2 Roof P5 p° NA^ ASCE Eq: 7.4-1 1000/0 Design Roof Snow Load Over Ps -roof = (`IS-roof) Pf ASCE Eq: 7.4-1 SurroundingRoof P5 -roof 100% 30.0 psf ASCE Design Sloped Roof Snow Load Over PV Modules Surface Condition of PV Modules C, _PV Unobstructed Slippery Surfaces Figure 7-2 Design Snow Load Over PV Modules P5 p° PS -PV - (+� -pv) Pf ASCE Eq: 7.4-1 1000/0 30.0 psf CALCULATION OF DESIGN WIND LOADS - MP2 Mounting Plane Information Roofing Material KZ Comp Roof Table 6-3 PV System Type KA SolarCity SleekMountTM Section 6.5.7 Spanning Vents V No Fig. 6-1 Standoff Attachment Hardware I Comp Mount Type C Section 6.5.6.3 Roof Slope qh 220 Fig. 6-11B/C/D-14A/B Rafter Spacing h 24" O.C. Section 6.2 Framin Type Direction Y -Y Rafters T -allow Purlin Spacing X -X Purlins Only NA DCR Tile Reveal Tile Roofs Only NA Tile Attachment System Tile Roofs Only NA Standing Seam Spacing SM Seam Only NA Wind Design Criteria Wind Design Code KZ ASCE 7-05 Table 6-3 Wind Design Method KA Partially/Fully Enclosed Method Section 6.5.7 Basic Wind Speed V 100 mph Fig. 6-1 Exposure Category I C Section 6.5.6.3 Roof Style qh Gable/Hip Roof Fig. 6-11B/C/D-14A/B Mean Roof Height h 1 25 ft Section 6.2 Wind Pressure Calculation Coefficients Wind Pressure Exposure KZ 0.95 Table 6-3 Topographic Factor KA 1.00 Section 6.5.7 Wind Directionality Factor Kd 0.85 Table 6-4 Importance Factor I 1.0 Table 6-1 Velocity Pressure qh qh = 0.00256 (Kz) (Kzt) (Kd) (V^2) (I) Equation 6-15 3 psf 20.6 psf T -actual Wind Pressure Ext. Pressure Coefficient U GC -0.88 Fig. 6-11B/C/D-14A/B Ext. Pressure Coefficient Down GC Down 0.45 Fig. 6-11B/C/D-14A/B Design Wind Pressure P p = qh (GC) Equation 6-22 Wind Pressure U -18.0 Psf Wind Pressure Down 10.0 Psf ALLOWABLE STANDOFF SPACINGS X -Direction Y -Direction Max Allowable Standoff Spacing Landscape 72" 39" Max Allowable Cantilever Landscape 24" NA Standoff Configuration Landsca e Staggered Max Standoff Tributary Area Trib 19 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -316 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 63.2% X -Direction Y -Direction Max Allowable Standoff Spacing Portrait 48" 64" Max Allowable Cantilever Portrait 19" NA Standoff Configuration Portrait Staggered Max Standoff Tributary Area Trib 21 sf PV Assembly Dead Load W -PV 3 psf Net Wind Uplift at Standoff T -actual -352 lbs Uplift Capacity of Standoff T -allow 500 lbs Standoff Demand/Capacity DCR 70.3% COMPANY PROJECT C lty CorporationWoodWorks 3055 Clearview Way ;: ;,;:,:.< << •,,;: San Mateo, CA 94402 June 23, 2014 21:09 M P2.wwb Design Check Calculation Sheet Wood Works Sizer 10.1 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit Total 342 tern Start End Start End 184 DL Dead Full Area No 7.00 (24.0)* psf PV DL Dead Full Area No 3.00 (24.0)* psf SL Snow Full Area Yes 476 30.00 (24.0)* psf *Tributary Width (in) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 14'-11.4„ 0' 1'-2" 8'-1" 13'-8" Unfactored: Dead Snow Factored: 89 253 163 454 45 139 Total 342 617 184 Bearing: F'theta 476 476 476 Capacity Joist 624 643 357 Supports 586 617 586 Anal/Des Joist 0.55 0.96 0.52 Support 0.58 1.00 0.31 Load comb #5 #8 #7 Length 0.50* 0.53 0.50* Min req'd 0.50* 0.53** 0.50* Cb 1.75 1.71 1.00 Cb min 1.75 1.71 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625 625 *Minimum bearing length setting used: 1/2" for end supports and 1/2" for interior supports **Minimum bearing length governed by the required width of the supporting member. MP2 Lumber -soft, S -P -F, No.1/No.2, 2x4 (1-1/2"x3-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" c/c; Total length: 14'-11.4"; Pitch: 5/12; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); FIWoodWorks® Sizer SOFTWARE FOR WOOD DESIGN MP2.wwb WoodWorks® Sizer 10.1 Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value Analysis/Design Shear fv = 82 Fv' = 155 fv/Fv' = 0.53 Bending(+) fb = 1208 Fb' = 1736 fb/Fb' = 0.70 Bending(-) fb = 1578 Fb' = 1625 fb/Fb' = 0.97 Deflection: 310, V design = 288 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 308 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 403 lbs -ft Deflection: LC #4 = (live) Interior Live 0.27 = L/331 0.50 = L/180 constr. Lc=concentrated 0.54 Total 0.35 = L/257 0.75 = L/120 0.47 Cantil. Live -0.16 = L/97 0.17 = L/90 Deflection: EI = 8e06 lb-in2 0.92 Total -0.20 = L/76 0.25 = L/60 Live Load Deflection. 0.79 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 135 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 8 Fb'+ 875 1.15 1.00 1.00 1.000 1.500 1.00 1.15 1.00 1.00 - 4 Fb'- 875 1.15 1.00 1.00 0.936 1.500 1.00 1.15 1.00 1.00 - 8 Fcp' 425 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.4 million 1.00 1.00 - - - - 1.00 1.00 - 4 Emin' 0.51 million 1.00 1.00 - - - - 1.00 1.00 - 4 CRITICAL LOAD COMBINATIONS: Shear : LC #8 = D+S (pattern: sSS), V = 310, V design = 288 lbs Bending(+): LC #4 = D+S (pattern: sSs), M = 308 lbs -ft Bending(-): LC #8 = D+S (pattern: sSS), M = 403 lbs -ft Deflection: LC #4 = (live) LC #4 = (total) D=dead L=construction S=snow w=wind I=impact Lr=roof constr. Lc=concentrated All LC's are listed in the Analysis output Load Patterns: s=S/2, X=L+S or L+Lr, pattern load in this span _=no Load combinations: ASCE 7-10 / IBC 2012 CALCULATIONS: Deflection: EI = 8e06 lb-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. Bearing: Allowable bearing at an angle F'theta calculated for each support as per NDS 3.10.3 Page 2 Design Notes: 1. Wood Works analysis and design are in accordance with the ICC International Building Code (IBC 2012), the National Design Specification (NDS 2012), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 4. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 5. SLOPED BEAMS: level bearing is required for all sloped beams. 6. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. ABBREVIATIONS ELECTRICAL NOTES I JURISDICTION NOTES A AMPERE AC ALTERNATING CURRENT BLDG BUILDING CONC CONCRETE DC DIRECT CURRENT EGC EQUIPMENT GROUNDING CONDUCTOR (E) EXISTING EMT ELECTRICAL METALLIC TUBING GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR GND GROUND HDG HOT DIPPED GALVANIZED I CURRENT Imp CURRENT AT MAX POWER Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE kW KILOWATT LBW LOAD BEARING WALL MIN MINIMUM (N) NEW NEUT NEUTRAL NTS NOT TO SCALE OC ON CENTER PL PROPERTY LINE POI POINT OF INTERCONNECTION PV PHOTOVOLTAIC SCH SCHEDULE SS STAINLESS STEEL STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT 3R NEMA 3R, RAINTIGHT LICENSE TYPE EC # 8041 MODULE GROUNDING METHOD: ZEP SOLAR AHJ: Wheat Ridge UTILITY: XCEL Energy CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 1. WHERE ALL TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE HAZARDS PER ART. 690.17. 2. EACH UNGROUNDED CONDUCTOR OF THE MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY PHASE AND SYSTEM PER ART. 210.5. 3. A NATIONALLY—RECOGNIZED TESTING LABORATORY SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH ART. 110.3. 4. CIRCUITS OVER 250V TO GROUND SHALL COMPLY WITH ART. 250.97, 250.92(8) 5. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR ENCLOSURES TO THE FIRST ACCESSIBLE DC DISCONNECTING MEANS PER ART. 690.31(E). 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY UL LISTING. 7. MODULE FRAMES SHALL BE GROUNDED AT THE UL—LISTED LOCATION PROVIDED BY THE MANUFACTURER USING UL LISTED GROUNDING HARDWARE. 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND GROUNDED AT THE MAIN ELECTRIC PANEL. 9. THE DC GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO ART. 250.166(B) & 690.47. GENERAL NOTES 1. THIS SYSTEM IS GRID—INTERTIED VIA A UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 2009 INTERNATIONAL BUILDING CODE. 5. ALL ELECTRICAL WORK SHALL COMPLY WITH THE 2011 NATIONAL ELECTRIC CODE. JOB NUMBER: J13-8005127 00 MOUNTING SYSTEM: Comp Mount Type C MODULES: (18) CANADIAN SOLAR # CS6P-255PX INVERTER: POWER—ONE # AURORA PVI-3.6—OUTD—S—US—Z—A TIMBLE, ROBERT J 10490 W 38TH PL WHEAT RIDGE, CO 80033 303 441 9425 VICINITY MAP X TIMBLE RESIDENCE 4.59 KW PV ARRAY PAGE NAME: COVER SHEET M-- INDEX PV1 COVER SHEET PV2 SITE PLAN PV3 STRUCTURAL VIEWS PV4 THREE LINE DIAGRAM Cutsheets Attached REV BY DATE COMMENTS REV A NAME DATE COMMENTS Derrick Olds SHEET: REV: DATE: PV 1 6/23/2014 SolarCity. 3055 Clearview Way Son Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)—SOL—CITY (765-2489) www.solorcity.com CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 10490 W 38Th PI JOB NUMBER: JB -8005127 MOUNTING SYSTEM: Comp Mount Type C 00 PREMISE OWNER: TIMBLE, ROBERT J 10490 W 38TH PL WHEAT RIDGE, CO 80033 (18) CANADIAN SOLAR # CS6P-255PX INVERTE-POW 303 441 9425 POWER -ONE AURORA PVI -3.6 -OU TD -S -US -Z -A use Digitally signed by Humphrey Kariuki Date: 2014.06.23 21:16:06 -04'00' STAMPED & SIGNED FOR STRUCTURAL ONLY TIMBLE RESIDENCE 4.59 KW PV ARRAY PAGE NAME: SITE PLAN PITCH: 22 ARRAY PITCH: 22 MP1 AZIMUTH: 90 ARRAY AZIMUTH: 90 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 22 ARRAY PITCH: 22 MP2 AZIMUTH: 270 ARRAY AZIMUTH: 270 MATERIAL: Comp Shingle STORY: 2 Stories PITCH: 27 ARRAY PITCH: 27 MP3 AZIMUTH: 179 ARRAY AZIMUTH: 179 MATERIAL: Comp Shinqle STORY: 2 Stories LEGEND O (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DC DISCONNECT & WARNING LABELS AC AC DISCONNECT & WARN!NG LABELS MD DC JUNCTION/COMBINER BOX & LABELS [(-:Dl DISTRIBUTION PANEL & LABELS [G -)]LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR CONDUIT RUN ON INTERIOR GATE/FENCE 0 HEAT PRODUCING VENTS ARE RED F/ INTERIOR EQUIPMENT IS DASHED SITE PLAN N Scale: 3/32" = 1' w E 01' 10' 21' - _ S Derrick Olds SHEET: REV: DATE: PV 2 6/23/2014 a. SolarCity 11931, s 3055 CleoNew Way San Mateo, CA 94402 T:(650) 638-1028 F:(65O) 638-1029 (888)—SOL—CITY (765-2489) www.sclarcity.com A SIDE VIEW OF MP2 NTS (E) 2x4 MP2 X -SPACING X -CANTILEVER Y -SPACING Y -CANTILEVER NOTES LANDSCAPE 72" 24" STAGGERED PORTRAIT 48" 19" TOP CHORD 2X4 @ 24" OC BOT CHORD 2X4 @24" OC ROOF AZI 270 PITCH 22 ARRAY AZI 270 PITCH 22 STORIES: 2 Comp Shingle PV MODULE 5/16" BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C ZEP FLASHING C (E) COMP. SHINGLE (E) ROOF DECKING 5/16" DIA LAG BOLT WITH SEALING WASHER (2-1/2" EMBED, MIN) (E) RAFTER 51 STANDOFF Scale: 1 1/2" = 1' INSTALLATION ORDER JOB NUMBER:vKtmlx JB -8005127 00 (1) LOCATE RAFTER, MARK HOLE LOCATION, AND DRILL PILOT HOLE. ����• /�®������ � ;,`J y MOUNTING SYSTEM: e Com Mt T C C2)1 SEAL PILOT HOLE WITH POLYURETHANE SEALANT. 3055 Cleardew Way T.'(650) Son 402 MOe , CA 94) 638—tO29 (688) -SOL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 3 6/23/2014 (3) INSERT FLASHING. (4) PLACE MOUNT. C55T)— INSTALL LAG BOLT WITH SEALING WASHER. C(6)[INSTALL LEVELING FOOT WITH BOLT & WASHERS. V 4 481680 ss�0NA1- ��G\ Digitally signed by Humphrey Kariuki Date: 2014.06.23 21:16:20 -04'00' STAMPED & SIGNED FOR STRUCTURAL ONLY CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT Of ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE Of THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. JOB NUMBER:vKtmlx JB -8005127 00 UMM UtaixirIIUN: TIMBLE, ROBERT J TIMBLE RESIDENCE 10490 W 38TH PL 4.59 KW PV ARRAY WHEAT RIDGE CO 80033 , PAGE NAME: 303 441 9425 STRUCTURAL VIEWS Utblt;N+: Derrick Olds ����• /�®������ � ;,`J y MOUNTING SYSTEM: e Com Mt T C MODULES: (18) CANADIAN SOLAR # CS6P-255PX 3055 Cleardew Way T.'(650) Son 402 MOe , CA 94) 638—tO29 (688) -SOL -CITY (765-2489) www.solarcity.com SHEET: REV: DATE: PV 3 6/23/2014 INVERTER: POWER -ONE # AURORA PVI-3.6-OUTD-S-US-Z-A GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND (N) #8 GEC TO (E) GROUND ROD Panel Number: Inv 1: DC Ungrounded INV 1 — (1) POWER-ONE # AURORA PVI-3.6-OUTD-S-US-Z-A LABEL: A — (18) CANADIAN SOLAR # CS6P-255PX TYPE EC # 8041 AT PANEL WITH IRREVERSIBLE CRIMP Meter Number: 42313438 FCI Inverter; Zigbee 360OW, 240V, 967 PV Module; 255W, 234.3W PTC, Black Frame, MC4, ZEP Enabled INV 2 Underground Service Entrance Voc: 37.4 Vpmox: 30.2 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E 200A MAIN SERVICE PANEL SolarCity E 200A/2P MAIN CIRCUIT BREAKER Inverter 1 IND MILBANK Meter Socket CUTLER-HAMMER Disconnect 5 POWER-ONE 4 A 1 DO NOT ADJUST MIN. AcnvnnoN v LTAGE DC, 20OA/2P AURORA PVI-3.6-OUTD-S-US-Z-A DC- 1 String(s) Of 9 0n MP z (E) LOADS B C ------- ecc __-� -------- - - - - - L2 DGJ I 20A/2P A _ _ _ _ _ _ _ _ _ _ _ _ ^.JD – — – ____-- Ec DC- _ GE'. _ _ _ T DG I 3 2 D�,. DO NOT ADJUST MIN. ACTIVATION') LTAGE 1 Stnng(5) Of 9 On MP 2 N D 8 GtvD EGC _____________J I I (1 )Conduit Kit; 3/4" EMT N 1 1 EGC/GEC - z z c� GEC TO 120/240V 1 1 SINGLE PHASE UTILITY SERVICE 1 1 1 —L Voc* = MAX VOC AT MIN TEMP O1(1 )SQUARED # HQM220 PV BACKFEED BREAKER 1 Breaker, 20A/2P, 2 Spaces B (1 )MILBANK # U4801–XL-5T9 ^ Meter Socket; 2o0A, #6-350, Ringless A (1 )SolarCity ¢ 4 STRING JUNCTION BOX D� 2x2 STRMGS, UNFUSED, GROUNDED – 1)SQUARE D /H MT2020 20 ( /"� – (3)MILBANK g K4977–INT – (1)ZEP # 850-1196-002 Bax Bracket; B] Breaker, 20A%1P-20A32P-20A/IP, 2 Spaces, Quad Tandem Load–Side Tap Connector, 1OOA, #12 – 1/0 AWG Universal [PKG EXTRA BREAKER TO MAKE ROOM FOR BACKFEED I l . LJ r (1)CUTLER–HAMMER I DG221URB Disconnect; 30A, 240Vac, Non–Fusible, NEMA 313 – (1 ) CUTLER–HAMMER�I DG03ONB Ground/Neutral it; 30A, General Duty (DG) O(1 (1 ) AWG #10, THWN-2, Black ) AWG #10, THWN-2, Red (1) AWG #10, THWN-2, Black O (1) AWG #10, THWN-2, Red Voc* = 399.54VDC Isc =9 ADC (2) AWG #10, PV WARE, Block Vmp = 271.8 VDC Imp= 8.43 ADC O (1 ) AWG #10, Solid Bare Copper EGC Voc* = 399.54VDC Isc = 9 ADC Vmp = 271.8 VDC Imp= 8.43 ADC LLL���LLL (1 ) AWG #10, THWM-2, White NEUTRAL Vmp = 240 VAC Imp =16 AAC (1 ) AWG #10, THWN-2, Green EGC – (1 )AWG #8, THWN-2, Green EGC/GEC – (1 )Conduit Kit; 3/4" EMT. (1 ) AWG #10, THWN-2, Black ®'& (1 )AWG 110, THWN-2, Red Voc* = 399.54VDC Isc = 9 ADC (2 )AWG #10, PV WARE, Black Vmp =271.8 VDC Imp= 8.43 ADC O (1 )AWG #10, Solid Bare Copper EGC Voc* = 399.54VDC Isc =9 ADC Vmp = 271.8 VDC Imp= 8.43 ADC (1 )AWG 110, THWN-2, Green EGC CONFIDENTIAL -THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NUMBER: JOB��\�� JB-8005127 00 PREMISE OWNER: TIMBLE, ROBERT J DESCRIPTION: TIMBLE RESIDENCE DESIGN: Derrick Olds � ��'�° �,;SolarC�ty MOUNTING SYSTEM: NOR SHALL IT BE DISCLOSED IN WHOLE OR IN Mount Type C 10490 W 38TH PL 4.59 KW PV ARRAY Comp PART TO OTHERS OUTSIDE THE RECIPIENT'S WHEAT RIDGE CO 80033 MODULES: 18 CANADIAN SOLAR #ll CS6P-255PX tt 3055 Clearview Way San Mateo, CA 94402 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SHEET: REV: DATE: SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. 303 441 9425 PAGE NAME: THREE LINE DIAGRAM PV 4 6/23/2014 T: (650} 638-1028 F; (650) 638-1029 (688)–sol–CITY 1028 F:(6 0) 638-102y.com INVERTER: POWER–ONE AURORA PVI-3.6—OUTD—S—US—Z—A I ,- PHOTOVOLTAIC SYSTEM Label Location: (C) Per Code: NEC 690.31.E.3 Label Location: (DC) (INV) Per Code: NEC 690.14.C.2 Label Location: (DC) (INV) Per Code: NEC 690.53 Label Location: (AC) Label Location: _� ® ® • ® OEM (AC) (POI) 0 a Per Code: NEC 690.14.C.2 Label Location: (AC) (POI) Per Code: NEC 690.54 Label Location: (AC) (POI) Per Code: 770 NEC 690.17(4) PHOTOVOLTAIC SYSTEM CONNECTED n�_I ; �'D w -o o-7-wr1g Label Location: (POI) Per Code: NEC 690.64.B.4 Label Location: (DC) (INV) Per Code: NEC 690.35(F) TO BE USED WHEN INVERTER IS UNGROUNDED (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC): DC Disconnect (IC): Interior Run Conduit (INV): Inverter With Integrated DC Disconnect (LC): Load Center (M): Utility Meter (POI): Point of Interconnection CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR!I, THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION,SC - CO XCEL Label Set P -e"' T EXCEPT IN CONNECT ON WITH THE SALE AND USE OF THE RESPECTIVE /o �Of� i ty ®OLmm SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC. SolarCity SleekMountTM - Comp The SolarCity SleekMount hardware solution is optimized to achieve superior strength and aesthetics while minimizing roof disruption and labor. The elimination of visible rail ends and mounting clamps, combined with the addition of array trim and a lower profile all contribute to a more visually appealing system. SleekMount utilizes Zep Compatible TM modules with strengthened frames that attach directly to Zep Solar standoffs, effectively eliminating the need for rail and reducing the number of standoffs required. In addition, composition shingles are not required to be cut for this system, allowing for minimal roof disturbance. • Utilizes Zep Solar hardware and UL 1703 listed Zep Compatible""' modules • Interlock and grounding devices in system UL listed to UL 2703 • Interlock and Ground Zep ETL listed to UL 1703 as "Grounding and Bonding System" • Ground Zep UL and ETL listed to UL 467 as grounding device • Painted galvanized waterproof flashing • Anodized components for corrosion resistance • Applicable for vent spanning functions Components A 5!16" Machine Screw B Leveling Foot C Lag Screw D Comp Mount E Comp Mount Flashing SolarCity SleekMountT"" - Comp D/=" SolarCity January 2013 �ETA LISTED SolarCity January 2013 MFN Installation Instructions 1 Drill Pilot Hole of Proper Diameter for Fastener Size Per NDS Section 1.1.3.2 2 Seal pilot hole with roofing sealant 3 Insert Comp Mount flashing under upper layer of shingle 4 Place Comp Mount centered upon flashing 5 Install lag pursuant to NDS Section 11.1.3 with sealing washer. 6 Secure Leveling Foot to the Comp Mount using machine Screw 7 Place module p6 `Q(�cVht0ISO. a� Key Features • Quick and easy to install - dramatically reduces installation time r Lower system costs - can cut rooftop installation costs in half Aesthetic seamless appearance - low profile with auto leveling and alignment • Built-in hyper -bonded grounding system - if it's mounted, it's grounded • Theft resistant hardware • Ultra-low parts count - 3 parts for the mounting and grounding system • Industry first comprehensive warranty insurance by AM Best rated leading insurance companies in the world • Industry leading plus only power tolerance: 0 —+5W • Backward compatibility with all standard rooftop and ground mounting systems • Backed By Our New 10/25 Linear Power Warranty Plus our added 25 year insurance coverage 100% 97% Added ValUe Fr so % oM Warranty 80% 0% S 10 15 20 25 • 10 year product warranty on materials and workmanship • 25 year linear power output warranty \ r CanadianSolar Next Generation Solar Module NewEdge, the next generation module designed for multiple types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless appearance, auto groundingand theft resistance. The black -framed CS6P-PX is a robust 60 cell solar module incorporating the groundbreaking Zep compatible frame. The specially designed frame allows for rail -free fast installation with the industry's most reliable grounding system. The module uses high efficiency poly -crystalline silicon cells laminated with a white back sheet and framed with black anodized aluminum. The black -framed CS6P-PX is the perfect choice for customers who are looking for a high quality aesthetic module with lowest system cost. Best Quality • 235 quality control points in module production • EL screening to eliminate product defects • Current binning to improve system performance • Accredited Salt mist resistant Best Warranty Insurance • 25 years worldwide coverage • 100% warranty term coverage • Providing third party bankruptcy rights • Non -cancellable • Immediate coverage • Insured by 3 world top insurance companies Comprehensive Certificates • IEC 61215, IEC 61730, IEC61701 ED2, UL1703, CEC Listed, CE and MCS • IS09001: 2008: Quality Management System ISO/TS16949:2009: The automotive quality management system IS014001 :2004: Standards for Environmental management system • QC080000 HSPM: The Certification for Hazardous Substances Regulations • OHSAS 18001:2007 International standards for occupational health and safety • REACH Compliance SP i \ E C-0Sr�PV GYELC � $" - -T www. canathan solar,com CS6P-235/240/245/250/255PX Electrical Data STC CS6P-235P CS6P-240PXCS6P-245P CS6P-250PXCS6P-255PX Nominal Maximum Power (Pmax) 235W 240W 245W 25OW 255W Optimum Operating Voltage (Vmp) 29.8V 29.9V 30.OV 30.1V 30.2V Optimum Operating Current (Imp) 7.90A 8.03A 8.17A 8.30A 8.43A Open Circuit Voltage (Voc) 36.9V 37.OV 37.1V 37.2V 37.4V Short Circuit Current (Isc) 8.46A 8.59A 8.74A 8.87A 9.00A Module Efficiency 14.61% 14.92% 15.23% 1 15.54% 15.85% Operating Temperature -40°C -+85°C Maximum System Voltage 1000V IEC /600V UL Maximum Series Fuse Rating 15A Application Classification Class A Power Tolerance 0-5W Under Standard Test Conditions (STC) of irradiance of 1000W/m', spectrum AM 1.5 and cell temperature of 25'C NOCT CS6P-235P CS6P-240P CS6P-245P CS6P-250PX CS6P-255PX Nominal Maximum Power (Pmax) 170W 174W 178W 181w 185W Optimum Operating Voltage (Vmp) 27.2V 2T3V 27.4V 27.5V 27.5V Optimum Operating Current (Imp) 6.27A 6.38A 6.49A 6.60A 6.71A Open Circuit Voltage (Voc) 33.9V 34.0V 34.1V 34.2V 34.4V Short Circuit Current (Isc) 6.86A 6.96A 7.08A 7.19A 7.29A Under Normal Operating Cell Temperature, Irradiance of 800 W/m', spectrum AM /.5, ambient temperature 201C, wind speed 1 m/s Mechanical Data Cell Type Poly -crystalline 156 x 156mm, 2 or 3 Busbars Cell Arrangement 60 (6 x 10) Dimensions 1638 x 982 x 40mm (64.5 x 38.7 x 1.57in) Weight 20.5kg (45.2 lbs) Front Cover 3.2mm Tempered glass Frame Material Anodized aluminium alloy J -BOX IP65, 3 diodes Cable 4mm'(IEC)/12AWG(UL), 1000mm Connectors MC4 or MC4 Comparable Standard Packaging (Modules per Pallet) 24pcs Module Pieces per container (40 ft. Container) 672pcs(40'HQ) I-V Curves (CS6P-255PX) 'Specifications included in this datasheet are subject to change without prior notice. About Canadian Solar Canadian Solar Inc, is one of the world's largest solar companies. As a leading vertically -integrated manufacturer of ingots, wafers, cells, solar modules and solar systems, Canadian Solar delivers solar power products of uncompromising quality to worldwide customers. Canadian Solar's world class team of professionals works closely with our customers to provide them with solutions for all their solar needs. EN -Rev 10.17 Copynghl 0 2012 Canadian Solar Inc. Black -framed Temperature Characteristics Pmax -0.43%/•C Temperature Coefficient I Voc Isc Normal Operating Cell Temperature q5±2•C Performance at Low Irradiance Industry leading performance at low irradiation environment, +95.5% module efficiency from an irradiance of t 000w/m' to 200w/m' (AM 1.5, 25 °C) Engineering Drawings Canadian Solar was founded in Canada in 2001 and was successfully listed on NASDAQ Exchange (symbol: CSIQ) in November 2006. Canadian Solar has module manufacturing capacity of 2.05GW and cell manufacturing capacity of 1.3GW. The most common residential inverter is the ideal size for an average - sized family home. This family of single-phase string inverter complements the typical number of rooftop solar panels, allowing home -owners to get the most efficient energy harvesting for the size of the property. This rugged outdoor inverter has been designed as a completely sealed unit to withstand the harshest environmental conditions. One of the key benefits of the Uno family of single-phase inverters is the dual input section to process two strings with independent - MPPT especially useful for rooftop installations with two different orientations (ie Eastand West).The high speed MPPToffers real-time _ power tracking and improved energy harvesting. ` The transformerless operation gives the highest efficiency of up to 97.0%. The wide input voltage range makes the inverter suitable to low power installations with reduced string size. • Each inverter is set on specific grid codes which can be selected in the field • Single phase output • Dual input sections with independent MPPT, allows optimal energy harvesting from two sub -arrays oriented in different directions • Wide input range • High speed and precise MPPT algorithm for real time power tracking and improved energy harvesting • Flat efficiency curves ensure high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range • Outdoor NEMA 4X rated enclosure for unrestricted use under any environmental conditions • Integrated DC disconnect switch in compliance with international Standards (-S Version) • RS -485 communication interface (for connection to laptop or datalogger) • Compatible with PVI-RADIOMODULE for wireless communication with Aurora PVI -DESKTOP • Integrated Arc Fault Detection and Interruption (-A Version) Nominal Output Power Maximum Output Power Rated Grid AC Voltage Input side IDC) Number of Independent MPPT Channels Maximum Usable Power for Each Channel Absolute Maximum Voltage (Vmax) Start- Up Voltage (Vstart) Full Power MPPT Voltage Range Operating MPPT Voltage Range Maximum Current (ldcril for troth MPPT in Parallel Maximum Usable Current per Channel Maximum Short Circuit Current Limit per Channel Number of Wire Landing Terminals Per Channel Array W iring Termination Output Side (AC) Grid Connection Type AdjustableVoltag_ a Rang_ a (Vmin-Vmax) Grid Frequency Adjustable Grid Frequency Range Maximum Current (lacmax) Power Factor Total Harmonic Distortion At Rated Power Grid Wiring Termination Type Protection Devices Input Reverse Polarity Protection Over -Voltage Protection Type PV Array Ground Fault Detection Output Anti-Islanding Protection External AC OCPD Rating Over -Voltage Protection Type ETfidency Maximum Efficiency CEC Efficiency Operating Performance Night Time Consumption Stand By Consumption Communication User -Interface Remote Monitoring(lxR5485 it 1.1 Wired Local Monitoring (1xRS48S incl.) Wireless Local Monitoring Environmental Ambient Air Operating Temperature Range Ambient Air Storage Temperature Range Relative Humidity Acoustic Noise Emission Level Maximum Operating Altitude without Derating Mechanical Specifications Enclosure rating Cooling Dimensions (H x W x D) Weight Shipping Weight Mounting System Conduit Connections' W 3000 3600 3300 3800 4200 W 3000 3300' 33002 3600 4000' 4000' 3300 3800 4200' 3000 4600' 46002 V 208 240 277 208 240 277 208 240 277 208 240 277 2 2 2 2 W 2000 3000 3000 3000 V .600 V 200 (adj. 120-350) V 160-530 120-530 140-530 140-530 _ V 0.7xVstart-580I>= 90V) A 20 32 32 32 A 10 16 16 16 A 12.5 - 20.0 20.0 20.0 2 pairs Terminal block, Pressure Clamp, AWG10-AWG4 Split Split- Split- Split 10/2W 0/3W 10/2W 10/2W 10/2W 10/2W 10/2W 0/3W _ _ 0/3W _ 10/2W _ 0/300 t0/200 V 183-228 211-264 244-304 183-228 211-264 244304 183-228 211-264 244304 183-228 _ 211-264 244-304 Hz 60 Hz 57-60.5 A- 14.5 14.5 12.0 17.2 16.0 16.0 16.0 16,0 16.0 20.0 20.0 20.0 > 0.995 % <2 Terminal block, Pressure Clamp AWGI0 - AWG4 A.s _ 20 20 15 % 96.9 W_ W_ 'F (Y) 7 (`c) %RH db (A) @1 in ft(m) in (mm) b (kg) b (kg) DC Switch Rating (Per Contact) A/V Safety Isolation Level Safety and EMC Standard Safety Approval Warranty Standard Warranty years Extended Warranty years Available Models Standard - Without DC Swtich and Wiring Box Standard- With DC Switch and Wiring Box With DC Switch, Wiring box and Arc Fault Detector and Interrupter 'All data is subject to change without notice ' Capability enabled at nominal AC voltage and with sufficient DC power available 'When equipped with optional DC switch and Wiring Boz Yes Varistor, 2 for each channel Pre start-up Riso and dynamic GFDI (Requires Floating Arrays) Meets UL 1741 AEE1547 requirements 25 20 20 20 20 20 Varistor, 2 (Lt - L21 L, - G) 97 97 96 < 0.6 <8 16 characters x 2 lines LCD display AURORA -UNIVERSAL (opt.) PVI-USB-RS485-232 (opt.), PVI -DESKTOP (opt.) PVI -DESKTOP (opt) with PVI-RADIOMODULE (opt.) 13 to +140 (-25 to+60) with derating above 122 (50) -40 to 176 (-40 to +80) 0-100 condensing <50 6560 (2000) NEMA4K Natural Convection 33.8 x 12.8x-8.7 (859x 325 x 222) <47.3 (21.3) < 60 (27.0) Wall bracket Trade size KOs: (tea x 1/21 and (tea x 1-1/4, 3 places side, front, rear) Side: (2) plugged 3/4'openings, (2) Concentric EKOs 3/4,1' Back: (4) Concentric EKOs 3/4,1' 25/600 25 25 25 M Transform less(Floating Array) UL 1741, CSA -C22.2 N. 107.1-01, UL1998 UL1699B, FCC Part 15 Class B ,CSA, 10 15&20 PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US PVI-3.0-OUTD-S-US PVI-3.6-OUTD-S-US _ PVI-3.8-OUTD-5-US PVI-4.2-OUTD-S-US PVI-3.0-OUTD-S-US-A PVI-3.6-OUTD-S-US-A PVI-3.8-0UTD-5-US-A PVIA.2-OUTD-5-US-A q -q 11 �j, f) k, k' F - Rough Inspection (continued) Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace AL -c - u405 319 Hot water tank 320 Drywall screw and Nail 111b In- 12C 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial AL -c - u405 405Final Mechanical Residential 406 Final Mechanical Commercial 111b In- 12C 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. / Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. PERMIT: ADDRESS: INSPECTION RECORD JOB CODE: Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground / Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof / 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS Property Address Permit Number Permit Issued Date The City of Wheat Ridge Third Party Form Check List ,ire �1�� CA -").fie r _20r-2Q76Q�, 13 :7 Owner Information Property Owner Information Property Owner Address Inspector Information Inspection Company /V1 s Inspector Name Inspector Contact info. / U �- l' (p Is, I- it ;� Q - 4, Ur '�?_ -;7&LJ 62Ca© <?�- 2 L„ e- C_ Inspector Statement and Acknowledgement I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's Date: %D -1 6 Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat dge Buil�ltn' o vision inspection. Propery Owner/Agent: L Date: > f This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W_ 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Final Roof Roof Inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A} Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist N/A Pass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) N/A ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) ❑ N/A 10 -pass ❑ Fail Crickets and saddles where needed ❑ N/A ,Er Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A si° Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle Pq-N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A ,Q Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A 171' Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Ei Pass ❑ Fail Dripedge should extend down min 2" past roof deck N/A J5 Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC PIN/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope L] N/A ❑ Pass ❑ Fail Above roof insulation R-25 Q N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 El N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 114:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturers letter of warranty with the address on the letter for final inspection Metal Roof Shingles Rreguirernents N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material N/A ❑ Pass ❑ Fail as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile hoofs Reguirements N/A ❑ Pass ❑ Fail Clay and concrete tile shall have a min_ 2-112:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Motes Company Name: Inspector signature: Date of Inspection: The City of wheat Ridge Inspection Check List notes Mid -Roof _Roof inspection ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail Structural roof components ❑ N/A ❑ Pass El N/A ❑ Pass ❑ Fait ❑ Fail Verify that no more than 2 layers of shingles exist dashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the ( tufa ❑Pass E] Fail permit description (Valuation must be adjusted) ❑ N/A Pass ❑ Fair Verify sheathing nail pattorn (See Policy & procedu res) Crickets and saddles where needed ❑ N/A Pass ❑ N/A Pass ❑ Fail ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ N/A Pass ❑ Fail ❑ Verify vent caps Verify no flashings are damaged or rusted Y-1 J&N/A Q Pass Fail ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wail spaces Underlaymen#s must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ N/A ❑ Fail Verify roof slope for proper drainage Pass ❑ N/A Pass Q Fail ❑ Fail Dripedge shall have min of 2" overlap Q N/A . Pass El Fail Dripedge should extend down min 2n past roof Dripedge shall be mechanicaly fastened NVA Pass ❑ Fail 12" OCdeck 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, Patios, carports, open on three sides with min. slope of N/A ❑ Pass N/A El ❑ Fail El Fail 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:92 slope p Above roof insulation R-25 NIA ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers speciticat►ons- Must have manufactures letter of i Metal Roo€ Shin warranty with the address on the letter for final inspection les Re®utremen N/A ❑Pass Q Fail s Metal roof shingles shad notbe inStalled o n slope less N/A ❑ Pass Q Fail 3:12 Metal valley flashing shall be the N/A ❑ Pass ❑ Fail same material as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Requirements �N/A ❑ Pass ❑ Fail Clay and concrete the shall have a slope Slopes 4:'12 and under require douLple ude d92 yment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name:. Inspector signature: Date of Inspection: `' 11:59 P.m. FOR OFFICE USE ONLY P ` t2 l a x- V� IMF I IN i 1; lowmigii M-MI I i . Complete all nformation on BOTH sides of this form • Installation of a grid-tied PV system, _ flush h oun d to roof. 4.59 KW Sq. FULF Btu's Gallons Amps Squares Other Version #37.2 !!I OEM iiiiii _.a a Load Type Distribution Pat- Location [ft) Magnitude Unit tern Start and Start End 89 DL Dead Full. Area ]To 0 (24 . 03 - _oaf PV DL Dead Full Area No 3.00 (24.0)* psf SL Snow Full Area Yes 30.00 (24.0)*_2pf 01 IT-8" Unfactored: Dead 89 163 45 Snow 253 454 139 Factored: — Total 342 617 184 Bearing: FItheta 476 476 476 Capacity Joist 624 643 357 Supports 586 617 586 Anal/Des Joist 0.55 0.96 0,52 Support 0.58 1.00 0.31 Load comb #5 #8 #7 Length 0, 50* 0.53 0.50* Min req'd 0.50* O.53** 0.50* Cb 1.75 171 1.00 Cb min 1.75 1,71 1.00 Cb support 1.25 1.25 1.25 Fcp sup 625 625, 625 Ill 1111111 it 1:1 i CJ►k�� Zit" SQL A►R� �t�R WC�C?�? ���It�� MP2.ww W dWorks SIzer 10,1 Page 2 IN .. 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SjU9uodL.,'J0,0 p9ZpClUV . �00,diejrm PaDLWA� B P4n)jUl? * se K 9' ; "t 0 1 POISN - 1,13 PUP in daZ PLOO.K",), COLL T') O� P - 113 daZ Punoj Pue in oi jr) UN�4�SfS U'� WM� 6U�pUll'10,16, r)LM 'x,)O�,&91U� seppoul pajs�� jfl,� puv a iept,; daZ Saz�p, dwoo - wl.junoW)iaalS 'A Next Generation Solar Module NewEdge, the next generation module designed for multiple � 4 types of mounting systems, offers customers the added value of minimal system costs, aesthetic seamless w y Electrical Data Maxi urn Power iPm U"dio N a"nai operar mll CM Wma speed S mis M echanical Da Ca Type ... C eii Arrangement t eierghd _ _,._,......._ Front Cover Frame ittater at C"ie ......._._,._.___,. Black-fram Temperature characterisive Fx- p.43°n> Cl Temperature CoePfawaant � Vcrr .0.34 yr4 'C NSzfrrrcat t'°{sxraCirn; Cei3 Temperature 4ftVr_ Performance at Low Irradiance Industry leading performance at low irradiation environment, +95,5% module efficiency from an Vrradiance of 1 OQdwim' 200wirn' (Attu i.5, 25 V) Engineering C$6i= 23swx 6p 24ltPx cS6t 245PX CS6 2$OPX Cs6a 265PX= Drawings 57bJd i74b1 t 75i 1891` 16544 2't ! 27,3V a7 4�1 a,7.9t% .? 5R�. c 6,27A ? is 3BA E 6 49A! 660A 6, 7$A t 33 91" 34 Ctr � 14 1V 34,2V 34,4V 6 46A 7,08A 7 r9A 9A ..�." .......�.. . 9 ."..� 4 .. irrad ba.co o f 800 W m , 5poi l.vmAM 4 5. amtarenC tampasa.ues ?ex4: .., � Oy ctrysdai4ne 1 56 x 156mm, 2 or 3 Busdars 60 (6 x 10) Y 5.i6 x 952 x Orem (64,5 x 38.7 x 1,57m) .._ 26 5b..g (45 2 ids) _"....... .,., ..m._.__m._, 3 2rnm Tempered g la ss � ,...w " Anedreed atu°r imurn afty 3+ "._.... ".�..__..� . ., IP65.diodes...�,m. _.__.... I000mm Undo atiandaed ` nst Cora<4ihrrnw (STC) f 1000MM'. specdtumAW, 1.5 aod meet ton p.,atvo of 251' #Y Yr 1 "ead uentets l 545 Sposiavylle ,Avenue West orelptl j Ontario NA K 1 E6 i Canada tet. +151 $37 1551 Fax° +15 1 837 2,550 yy afT(�kda�'e,ca,f✓ana#�r�0. r{ t+m`W canadiansotar. camr Undo atiandaed ` nst Cora<4ihrrnw (STC) f 1000MM'. specdtumAW, 1.5 aod meet ton p.,atvo of 251' 6'" 0 �, - Pdd "'j"A 'NommmaNKLOXAMI EMIANYMNAW jaldnuoul PU* V'Sn 'OINOICI.Ad V-sn'5-CUP0 W v suincn and 4olope Unelwy put x*q SapVA l%p#pAS W 4pM sfi-s-olnor"VIM SMIMAIMIAd q?�-S WWTEIMI sn"ICIPO-OTIA4 -0 6U" P- 14MMS W 4#M - PARPUTIS sn am-Zll § Ad V) Gino 8 E' Md sn oEiAd xas summ P- "WS x VM4 - POPU"s sm" OK"AV OZ?R SAM Apawompopuav)a M SONIA 4Uv—M Popuen AV-UWA ;mvPUe4S3MPUVAlajvS w9olotf Aws ODUSZ IVY orms x I VIE 5om luwa�-03 4", v" �wf som z"lua-3 3v's6umdo,vic paftmd M, apm t$uoft)*Ullo; U"Puo") 4S+ luoWws samd F'.vn t w -e Purr Lut x eaz) sax ays apex.� laPP4 Delm W141AS 6ugo-w Wtv, 09 > e 61) Pd I*OM 6 WddNS �Elbt'01> (&C % l4kom !Zzz X M X 6se" Ce A TZ k x RICE (Wwi 1A fQxmxmjs"lU#wm UOWIMM") PnIf"N 6UPO�� eAqlej 044"-g -aww"41"Utwow M6 ➢459 (WA4 6UP-00 Ilsoq*m OM144V 6U11 wnuqxew m > tu 10 M qP fOAOJ UQtSSIUq "ft *"WN 6UKUaPUO3 ow-o Rd % t4fPtWftN aMPI#V (w of oo-i 91 of ot - 06-V aawlea gx6eaa1, #v I"q-v (OSI ZZ R4,WqV-- 6U�JPAP 4a9M t09+ 01 41 -` ooq 4 111 j ofiuvv same -d—I 6ulleado 4v )umg-v t"UMU"A" 1d F nnoowcxays-Ad IMM> 140: dOiNS40lAd 6 uvommow 10-1 -wtm d'idoa dM'63a-tAdllft U CS NOSS ISllAd t .swsvx o suommow "I Pmm (16M TVS83MNn suflom-wal—v Ap#dpp T)l s;)o!p e x sjapeo4l 9 9 -M -0- As Puels --)04 Swoodo 9" % W') 16 % kmmv3wft#" A"�wW I ' 1 1 -1 VJOISUPA W4 uqvvi*44 a6vMOA-ASAO E'Z st ol oz oz oz oz 51 St oll oz ti�nr 6uoov (mv N fou-m 5luakuwMbW ZVq 31? tvi: S Ifl slaaW -9-1*m SUIPUem-ow mono NOijv Npvo. ,4 SajtnbaH u49 iuuwAp pup ostb dn -0>400 4-4 PU-40 A9JJV A4 RuUeLP 4 -Rs Mi 001SPM &d4 U*"Wd*6V#0A--AO Salk uottv*am Ami"4#—av st'dul sammou"Mwa t o i qmv dwr62 al—ald �--ojq tN #dAj SwgvA Ptah Z "' % 4"104 Pole$ IV 40040tw NUOUUOH Mal 566 < AQPVI AW"4 OLor voz OW *'9t Ogk 0'4S 139; saga U M ti Vp SI-V txolamn) Wauaii wow"W 5 j *6uvV bu-t-j ppo #"-fpv 09 Z,4 A--bwl PM meloi wa mnol MUM MUM idgd VD1iN7 -0 i 9MV WPD aJ-SaMVqq ifull 91 91 US M (m fpe) o0z 1 mvo� muot Avlok U oz v OL19 OdAiuco—uo7 muq as 6ui3ls pa3npaj 41!m suoilellelsut jamod moo ol alqel!ns JalJaAUI 941 sajew a6uej a6elpA Indul aP!m a41 '%O*L6 ol do jo buap uoijejado ss' I !jja isaq&4 a4l SaAtb alJawJOJsueA a41 -6 u4saMetl A paAoidw! pue 6uIpeii jamod xi ♦ i CITY OF -WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: i W 04 !Vf__ Job Address: 10 9 !7/) (> Permit Number: 6�J6 :�� ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes No 'When corrections have been made, call for re at 303 - 234 - 5933 Date: ZO Se 7 " 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: Job Address: feel ~jr «2 ,A Permit Number: a l f 7 7 lJ 1 44"4 g~ ❑ No one available for inspection: Time fz~` 7 /AQ/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 j Date: Inspector: ~t,_ M, r DO NOT REMOVE THIS NOTICE tp ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line J (303) 235-2855 Office • (303) 235-2857 Fax INPS, PE TION NOTICE Inspection Type: ~111i^ Irv Lt 1 it 1 Job Address: ~A I Permit Number: F t ' C ❑ No one available for in n: Time AM/PM` E Re-Inspection required When corrections h,.a~tv/ e~ been made, cali to ~lq~s 1~ h at 3 -2 933 Date: ` cis( i,~~ Inspector: DO NOT REMOVE THIS NOTICE A 4' City of Wheat Ridge sidential Roofing PERMIT - 091622 r0000or- Re PERMIT NO: 091622 - ISSUED: 08/25/2009 JOB. ADDRESS: 10490 W 38TH PL EXPIRES: 02/21/2010 DESCRIPTION: Reroof 25 sqs. ***CONTACTS owner 303/421-4112 Brian Copher sub. .'...303/781-1555 Steve Hilliard 09-0191 Demarco : Exteriors Plus PARCEL. INFO ZONE CODE: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE. SUMMARY - ESTIMATED.. PROJECT VALUATION: 8,664.7.5 FEES a Permit Fee 217.50 g Use Total .:Tax Valuation ,0p t D - .155.97 TOTAL373.47 Conditions: 6 nail installation & mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls. Subject to field inspections. Ihereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,. Pules or regulations of the.. City of Wheat Ridge or covenants, easements or restrictions of record;r 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 applica Whea~~~~t~~//~~ //ggqqrdge ances, for work under this . permit. Plans subject to field inspection. V-)p07 Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application. and is subject to the laws of the ..State of Colorado and to the zoning Regulations and Building Codes of Wheat. Ridge, Colorado or any other applicable ordinances of the City;.'. 2. This permit. shall expire 180 days from the issue date. Requests for an extension must. be received prior to expiration --date. An extension. may be. granted at the discretion of. the Building Official. 3. If this permit expires, a new permit may be acquired. for, a fee of one-half the amount normally required, provided no changes have been or will be ads in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year.. If changes. have been or if. suspension or. abandonment. exceeds one ,(1) year,.. full fees shall be paid for a new permit. 3. No work of any manner shall be done that will change the natural flow of Water causing 'a drainage problem. Contractor. shall notify the Building Inspector twenty-four (24), hours in advance for all inspections and shall receive.. written approval on inspection card before proceeding with successive phases of the.. job. 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 any other ordinance, law, :rule or regulation.. All. plan review is subject to field inspections. Signature j 7NQUEST uildmg_Official -date CNSPECT LINE : (303)234-5933 BUILDING OFFICE: (303)235 2855 BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. " City of VYtteat Ridge Bolding Division per,. ~ ~ . 7500 W: 29'h Ave., Wheat Ridge, CO 80033 Office: 303-235 2855 * F ax: 303 235-2857 titan o. Inspection Line: 303-2345933 = permit#: Property Address: Property Owner (please prim: Building Permit Appikaflon Mailing Address: (if dit(erent than property address) Address: City, State, Zip: Contractor. Contractor LicenseIll. ©9- O/9/ Phone: 30 3_ 7f/- /S7'S' Sub Contractors: Electrical City License Company: Exp. Date: Use of space (description): 0-11 Description of work: /-'coo- - Plumbing City License Company Exp. Date: Sq. FtJLFt added: Squares (2" BTUs Mechanical City License # Company: Exp. Date: Construction Value: S orb 6 j^ (83 Ca/GrllBlad perale 8addaar VJlasaOADde Shad) Plan Review (doe st bone of subondaM. S Gallons Amps I trereby certify lira! the selbadc distances proposed by We, permit application are accurate, and do not violate applicable ordinances. rules or regutbona of the City of Most Ridge or covenant, eesmedrts or restrictions of record, that as measurements shown, and allegations made are am rats; that I hays read and agree to abide all conditions printed on this application and that I assume fun rereaapponsbr74 for e vvhh pre Wheat Building Code (I..C) and as darer applicable 1Mlural Ridge Ordinances. for work urWer tht pemrit. jeetto flaw iaspeet on. CIRLCE ONE:: (OwiiER) 'ft or PERSONAL REPRESENTATIVE of 1TRATOR) PRINT NAME L/Ll SIGNATURE: ~~1'-C Xr X Dater /izo 79144r DEPARTMENT USE ONLY ZOMNGCOMMEWS; Zoning: Revlower: PUBLIC WORKS COMEN173 Reviewer. BUILDING OWAWMEW COMMFNtS: OCCUPANCY: Reviewer. FUM DEPARTMENT:: 0 approved vd Cblnmeals 13 disapproved 0 no review required I Bldg Valuation: 5 h~pF WHEATR,o COMMUNITY DEVELOPMEIYT DEPT. ~ m Inspection Services Division (303) 235-2855 ~oZoRpo~ Correction Notice ,~77 Job Address: ~'7 74h ~7 7 _ ~t:/~fi~i.-- ~~~Ci//' i~~~r'>!✓ /~s<C L"-.C~irs~ When corrections have been made, call for re-inspection at 303-234-5933. Date DO NOT REMOVE THIS NOTICE ._°,6-20 S`.~'" ~i ~r 17&12~ l'~5s'~1fn~L,&v F.Ofl~r//~/' J es &ddL.~i'~'~ 6.d`i~'s`r,%r'a/.'~'. li66~ .%!'~"Yv, .2 af' 2 COMMUNITY DEVELOPMEMT DEPT Inspection Services Division (303) 235-2855 Correction Notice Job Address: /0~0 .L~`3S ~i9.:/ ~ .~~~.t~ O,~~a✓rs✓~~ When corrections have been made, call for re-inspection at 303-234-5933. ~ , I--,~ , DO NOT REMOVE THIS NOTICE / ,tir STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT /QZ 9Q w..3~~h~~ BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): No &4f 7,W 16091- ,OOr~v/,E- f/NT/L ~.~"TT~~ ~'?'~i9T/i✓~ ~lio~~~-ro.✓ O~ C~~ ~ r~'~ This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! Date: ~~6-J6 79 Building ~ ~ 77S LuNCH ' U/RG14 >~j6SZ~ U~J~QU~ Z. ' ST'ATta PLj~ /s roiniG To C'o.s~ GtJT > l~R1~~ Gr~llGrL ° ~ //o wo.ex Ui✓ .~~~.~s,o~~o~v`~%,~~ ~~s .G'.~~✓ ~oeL~~~-.~ ~ ~~r✓xoL~- U".71/ 78 799 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 04'~70 .yh" Pc.4r-E j> nn, x~ vl~✓a_-s 7-307- .V4457- P.PC3~F.~i y - ~>~vei ~i ~~'G~ei ~✓.P~ii i~ L' y7B..Y1.d.Q F/X9IlR~ F.Sr/.~',pS S[lCH ~.~.~~~77arv 8 ~LAivo ~n/ ~yGiftla/D .3XZX2%Z co iC'/T~'~`/~~✓ TSL.l.✓t~. ~.'&,Qr&--s.s t./GfiT T.pr.r6 iuaT T'f/~'.yys PS3 Hausi.v~, ..T~ EY~B9~ ~az Ti.,.s 7-eoej6W ja ~'g2~;p /MS,ZV7,~pt/ ~ ,r4~i,wY /?m~o/S Za 4isT. When corrections have been made, call for re-inspection at 303-234-5933. Date: ~ nspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: PGfJ~E PG~~.~.[Ai.✓G FiivAL / ZA Ye E: , , > . 53N.e /.S 3. > Gle!2~ L'~ccs= ToW~e ~vic~ ~vo rJG.c B z. L _ ~BATsl.Pao.~ . When corrections have been made, call for re-inspection at 303-234-5933. Date Oj r--.N~i9i✓.~jon/ t~GNr/L~ ~lOn/ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: z~9z) When corrections have been made, call for re-inspection at 303-234G°33 Date GU.PN~9L'E NOTPiQQl~~~ /~/•.Sl~LC~.a DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 140494 %GO/V✓G ~1nIT" ~~T,PY ! s N/,T ~QiyPL~-7-.~ l/~?Til'AL , 2 7S'PL~SH B~ac"t'5 O HGs-z- a/,d When corrections have been made, call for re-inspection at znz_9ze_sazq COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 117442 M76~ /~~.4Qne-:t- > EUT~ L~Gi/Ti.✓T.p~.~s ~d.P~ tin7- f~P/~.~ic~ P~P T~u~/~s G~G.S ;~.✓l.' .~i.[s~n/~s N/S.7~1'~, / ~2 /~fd.5~ rR~P,P,~c.~.✓TFcte .Ps~iiY5~f271a~ . /N L~NG~• ~i`. G~Jf~n/,c,f~,t~~ T~i✓ d~~ B,Q~~-r .suF~.~s /1/O /-rZ1P73ee-v< /N~.vs v.vfc 15 ~b",..-~. When corrections have been made, call for re-inspection at 303-234-5933. ~ -Ol F/GE F"OR RF-G'O,QD / u/OR,K U%cuC~tS'~ ~~c~~ 44,NHE eat Ridge City of Wh Residential Plumbing PERMIT - 060426 PERMIT NO: 060426 ISSUED: O5/31/2006 JOB ADDRESS: 10490 38TH PL EXPIRES: 11/30/2007 DESCRIPTION: installation of irrigation , system CONTACTS owner 720/641-8497 Cy Butte TC Properties PARCEL INFO ZONE CODE: UA USE: R-3 SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 2,500.00 . FEES Permit Fee 108..30 Total Valuation •00 Use Tax 45.00 ' TOTAL 153.30 Comments: installation of irrigation 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 trie Wheat Ridge Huilding Code (I.H.C) and all other applicable Wheat Ridge Ordinances, fox work under this permit. Plans subject to field inspection. Sign e of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws o£ the State of Colorado and to the 2oning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. . 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days £rom issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit espires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid Eor a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases oE the job. 6. The issuance of a permit or the approval of drawin9s and specifications shall not be construed to be a permit for, nor an approval of, any violati of the rovisions of the building codes-or any other ordinance, law, rule or regulation. Allplan review is xl to f' inspect Signature of Chief Building Offical date . . INSPECTION 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. pf WHEqT ° C A Pc Clty of Wheaf Ridge Building Permit Number: ~ m Community Development Department Date: ~~CORP~o g ~ . .~iC..[.5~~~ . ~Ctr..S ft.i~Fb PTION PropertyOwner: ?,C: oa/.YiYz5 67z.~.e /A~rs Properry Address: (Q4110 Phone: '2a0 (Y/ Contractor License No.: Company: Phone: OWNER/CONTRACTQR SIGNATURE OF UNDERS7ANDING AND AGREEMENT I Bufldinq Depf, Valuation Figure: $ I hereby certify that the setback distances proposed by this permit appiication are accurate, and do nobviolate applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, easements or restrictions ofrecord; that ail 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 ail other applicable Wheat Ridge Ordinances, forwork under this permit. Plans subject to field inspection. Valua:$ , Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ 0~= (OWNER)(CONTRACTOR):PRINTED C~ 1~4 17Z' DATESdJ Use of Space (description): Descriptionofwork:~: f-,<e, //LFjepH.pIt -f,su~?kie Sq. Ft. added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permitwas issued in 2ccordancewith the provisions setforth in your application and is su6ject tothe laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado oFanyother applicable ordinances of the City._ (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . (3) if this permit expires,-a new permit maybe acquired for a fee of one-half the amount normally required, provided no changes have been orwill be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, fWl fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow ofwater causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for alI inspections and shall receive written approval on inspection card before proceeding with successive phases of thejob. . (6) 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, anyviolation ofthe provisions ofthe building codes orany otherordinance, law, rmle orregulation. AII plan review is subject to field inspections. Ghief Building Officiai Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: m 0 ra . ~ a~ c . r' ~ ~ l FZlXt , ~ y ~ ~ ~ c e C ~ ( < [ / 1, r ~ i ~ . ~ ~ j S ~ \ i ~ ~ ~ t _ r~ i; i (.1 ~ ~ ` 1 _ . . . ~.'`:..~:.I'~'.'`'✓`.Y'r~l^.'\^.'.~.nl!'~^✓'.1~~.'.1N'M^.~:'J:ni~.!`.V~l~\.~l~n:.'~~'.'Vi'/'./~.'i Date: : A Certificate of Occupancy 1 Completion ~ has been requested for: ~ ~ ~ AnoRESS• V'v , { ~ PiIRPOSE OF STRUCTURE: C ~ ( c < Buitding Department ApprovaL < ~ Remarks: ~ Z Zoning Approval: ~ Remarks: , ` Public Works Approyal: pk 4)4 //3 /D"/, > z Remarks: ~ $ Fire Marsha8 Approval: ; (If Appiicable) < > < . ~ ~ . . I ~ Remarks; } S i ; Sanitafion District ApprovaL ` < (if Applicable) s ~ . S I Remarks: ~ i t Water District ApprovaG ~ i ; tif Applicable) i Remarks: : ~ V ~ ~ d ~ c 0 Cf) ~ M 0 0 :3 00 N H ~ ~0~ ¢ `~°~M v ~ ~ ~ ~ 0)`OM N N ~ = ~ ~ ^ • t A ~ o~v0 . z . LO~ 0 ~ W E ~ ~s 3 . Q. ~ S ~ w c O a w . ° M ~ d V ~ 0 L 3 0 x NI ~o ~ . U co m = a ~ U~ U O a p v ~ ~ ? ~a O O a32 0 fL U UC ~ ~ p V' o ~ ~ CO) v p ~ H ot Z U t/1 a ~g ~ W a ~ U) > a Q a a ~ y J ~ a a t9 ~ 0 ~ M . it W F Z W O c t7i LL ~ (n Z ~ ~ ~ 0 cc Z ~ E n a~ 3 3 ~ ~ W > ? ? U c cm w l J ~ ~ ~ ~ ~ 0 ~ 0 „ ~ ~ - ~ 2 c ~ c o' ~ Ta E w ~ t ~ w a t m = L 1x n ~ ~ O ~ ~ L ~ "9c . ~ ~ ~ U m , ~ o ~ W ~ U ~ Z ~ o ~ O V a Z W J z 0 ~ . e ~ c m LL 0 ~ C E ~ c tA ~ ~ ~ ~ ~ 2 ~ O c LL LL d0.' -ItL ~ 0 LU V LL ~ F,. W W ~ a = W F v+ _ Z (n F- G V o W Z LL a ~ W ~ ( N a p ~ r Z W a a ~ V'+ O / '"I STOP WORK ORDER YOU ARE HEREBY ORDERED TO STOP WORK LOCATED AT / O'-/90 G{/- ~3~i 71 '/c` BY ORDER OF THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT FOR THE FOLLOWING REASON(S): /VO =~L&C7,; e /CHL Gc J U.A e.": e5'/i91-G STi9Tfi✓G- Lt~%~ C/fOG47TQA✓ O/- This notice may be removed ONLY by THE CITY OF WHEAT RIDGE BUILDING DEPARTMENT ! Date: Z)S-J6 796 Building y f///Pl'a/L /`1.~.PTi.✓C~ - 5~.97~~ .di~^ic .fou.ve2Y.Pa~sn/ GJtNT ~S Lu~vcH J~S~-5 U~i Z43c/~ Z STAT~ PLT~ is <rviivG ~ l'oY~ GeIT ~ 7 ~R!✓~i✓,O ~'s~i ~iCe ~ Alsa : ` /l/O GvORK UNT/~ /2~.r.~SP~~Tios✓/ ~ir,i,~ f//~S I3E~~t/ L'OeLG~r~,D 10 lqll7 pa ~v~r✓.ea~~-r /-//g/v 78 799 GMG' YU.<G'n/ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /eq A~Q , F'6 "'/1 . i:200G11 / IXCN~iN/lAG y D7 f//G'~/-~6-F'/~i~i✓~y IEfPNAf"F .P/-a77 i DR ~.~~~.✓G ~5'YS~N/ When corrections have been made, call for re-inspection at Zl14_74A_9044 . . COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: /~~~~~~71" pZ IeQL 1 6 -Z1.~1 ~Ti P/ ~L When corrections have been made, call for re-inspection at 303-2'" Date: COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: Z(,/, -~87h~Z• When corrections have been made, call for re-inspection at 303-234-5933. Inspector Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue VJheatridge, CO 80033 303-235-2855 ~PROPERTY 10490 CilyqEVM`r.etK~ye Residential New SFR Permit Number 19747 2/2/2006 Inspectron Line 303-234•5933 38th Pl Unit: owtvER: T.C.Properties (720) 641-8497 Description Single family detached, with 3 car oprion and fueplace bay option. 4 Units: 1 Occupancy: R-3 Wails: Zxb Roof: Stories: Sq Feet: I Aereby cerliy Ihve the setback dktencu proposetl by this permit applice[ion are eccuratq and do mt violete eppticable ardinamu, rules or reguleoons ofthe City o( WM1ea[ Ridge or covenanfs, easements ar ru[ric[ions of record; fhat nll measumments shawn, and allega[ions mede ere areurale; [hal l have reed aud aerre fo abide by all cmdi[ions printetl an this applice[ion, antl tFet I asmme full responsibiliry for camp4ance with the Wheat Ridge Building Cotle (I..B.C.) mid all otM1Cr epplicvLle WM1eat Ridgc ordinances, far work under tM1is permi[. (OWNER){¢ONTRACiOR) - SIGNEDDATE 1 This permi[ was iuuea 1n accardence with [he pmvisions sel forth in yoUr applicetian and is subject to the lews af the State of Colorado nnJ ta the Zoning RegWafions and Building Catle of Wheat Ridge, Coloratlo ar any oeher epplicable ortlinencu of the City. 2 Every permie issued shell become imatitl unlus the work an [M1e sice au[horized by sucM1 permi[ is <ovunenced within 180 deys afrer its 6suanm, or if the work auehorized on the sice by suoh permit is suspended or a6antloned fer a periad af 180 days aher the time ofwork is wmmencetl. 3 If lM1is permit expires, a new permit mey he ecqu'ved (or a fec of ono-M1eV Ne vmovnf normally requ4ed, pmvided m changes heve been ar will be made in the original plans antl speciilcaHOns vnd any suspension or ahendanmen[ has mt exceeded one (1) yeae If<hanges are maAe or ifsuspensian ar ehantlonment ¢tteetls ove (I) yeer, tull fees shall be peltl for a new permit. 0 Nowarkofanymennershallbedonetha[will<hangethenemral9awofwa[crcausingadrainageproblem. 5 CantraalorsM1allmHf IheBuildinglnspec[or lwenly-fourQ4)haursinadvanttfarellinspecfionsanasM1allreceivewrittenapprnveloninspectiontartlbefare prareed~M svephe e,o. fi Tb[~ r[heap rovalofd ' speciMVtiansshallmt6econstmedmbeapermi[for,narvnappravalof,anyvialatlano(tM1e P s. g ~ o dinvnae,iew,rulearregulation. ChiefBuiltling Inspecmr SIGIiED DATE Wednesday, Febmary 08, 2006 Page 1 of I Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheairidge, CO 80033 303-235-2855 .r..~~~M... ~ JA"' CilrCfvM+3tILAyc Residential New 5FR PROPERTY 10490 38th P1 owNEx: T.C. Properties Permit Number 19747 2/2/2006 Inspecfion Line 303-234-5933 Unit: (720) 641-8497 Description Single family detached, with 3 car oprion and fueplace bay option. Authorized By Building Approval Authorized On Subject to field inspection. OK w/ notes. Authorized By Zoning Approva] Authorized On 1/17/2006 OK per attached memo. Authorized By public Works Approval Authorized On 1/17/2006 Need to construct a 3' sidewald (extend east from exis[ing). Site shall be graded to not adversely impact adjoining properties. Roof drains & downspouts are to be directed accordingly. PW will inpsectdrainage priorro C/O. 8ingla and two-family residential usa 3ation - 26-502 (1),1, a & b) Zoning ~ Onr aheet lree per seventy (70) feet (or porNon ApprovedBy BM ~"e°,~°fstreetjroneagetabeplacedi vitht»thejront nfbackpriar to Lesuance oja cerlificate nfoccupancyt b, No less than hventy-five peroent (25%) ojthe gross 1ot area and no less lhan one handred percent (1004 qJ'!he fron( yard shall be landscaped Zoning R-1 Cont•ntthePlenningDanartmentforgermitted Approved By JH inecies and siz^s of steect treeL AR7VF~yAY RFC3CIY32~tyi~ Zoning Sechon-26-SDI (D, Approved By DFB je~ ~S~ ~f~° eQmily dwellings, 1he first hventy-five pavement inlo fhesi~shal! be surfaced tv }y~oncage cret~ asphalt, brickpwersorsrmr/ormalerrals. i of Wheat Ridae PRESGRIPTIV ENERGY ODe BOILERS I fURNACES r, MINIMUM OF 90% AFUE GAS WATER HEATERS A MINIMUM OF .60 ENERGY FACTolt ELECTRIC WATER HEATERS A MINIMUM OF .93 ENERGY FACT(!R SETBACK THERMOS7AT RE4UIRED (EXCEPT HYDRONIC HEqT) R'21 WaL~ • RJ8 CEIUNGS • R-18 CRAWLSpACEB Please Note: ~~/conkactor is responsible for Icc-. ~ropcrty i~ and rnustructing improvements acce. c., tu the approvedplan and tequired developme;;:;LUI;dv_.u3 The CitY 's not responsible for inaccurate infornia:;on 0dinaitted w+thin the plan set and any construction errors resulting &om iaaccurate information. Documents fmm the manufacturer shall be onsite for fi»al mof insp¢ctlon which spec~'y mof+ng matertaJs have bsen instntl¢d to meet 110 MPH t1J►o4getlw ww gtert--IBC Wednesday, February 08, 2006 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number, oF `""~T BUILDING INSPECTION LINE - 303-234-5+333 Date: CITY OF Wh1EAT RIDGE ~ ~ m 7500 WEST 29TH AVENUE . WHEAT RIDGE, CO 50033'- (303-235-2855) ~LORPO~ ~PMCP1B1'OLF • Pzoperty Owner: rX P(~,QeV"~'i'c°$ PropertyAddiess: {G//¢D phone: Contracto=LicenseNo.: 90?.?a , . Company: 54, rvi r' Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BuildinqDepf.ValuafionFigure: $T.tg2. ~~4 I hereby_certify that the setback distances proposed by this permit'appticatfon ara accurate, end do notviolate applicable ordinances, rules or regulatlons of the CIty of Wheat Ridge or covenants, easements or restrlctions of record; thatali measurements shown, and allegatlons made are acaurate; that I have read and agree to ablde by all condftions printetl on this applicatlon and that I assume tull responsibitity for compliance with the Wheat Ridge Bullding Code (I.B.C) and all other applicable W heat Ridge Ordinances, forviork under this permit. Plans subjectto field InspecUon. , (OWNER)(CONTRACTOR):SIGNED DATE (OWNER)(CONTRACTOR):PWNTED DATE H Use of Spece (description): i4nnJ 6, 51r7Ae-' 17oi-+ Description of work: 5le- JC41,1,'/y P~'yt~~J,~elw~ F.eptuer 8tiy oP*44 Sq. Ft. added /701 BUII,DING DEPARTMENT USE ONLY 'COMMENTS: . Approval: Zoning: aP ~iOH I~ DING COMMENTS: "Jri.L 6 l eG ']-O ~p Y " F" ~(9 . Approval: / ~ l~~W! C~T- /4.577it7l _ICWORKSCOMMENTS: --SlTC S~~LL B~~~DE~ App oyal: /rtPA~T fl"D3~~/wJ/.t.~ P~'~ oe ~j~ ,/«/06 Doc~wsaov~s -P~e~ ~a 8E D.Ea~-~A.g D~rf1)w4ew_ PR DEPAR7h1ENT COMMENTS: Approval: . Walls: Roof: Stories: Residential ~ 1) 1/'r ;046 1 E Electrical License No: Oa`/'7 ~ Plumbing License No:dOq/`/ Mechanical License No: /t/// Company: 5~~/ G/E'C~j-7G Company:fl&velZ.e Izp Company: CenPc"r- f-~oe%NJ Expiretion Date: Expiration Date: f- E-U 7 Expiration Date; /-I0 -0 7 Approvai: Approval: Approval: (1) Thispermitwasissuedinaccordancewlth theprovisionssetforthinyourapplicationandissubjecttothelawsofthe5tateof Colorado and to the Zoning Regulations and Building Codes of W heaY Ridge, Coloredo or any other applicable ordinances of the City. - (2) This permit shail expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the buitding authorized is suspended or abandoned Por a period of 180 days, . (3) Ifthlspermitexpires,anewpermitmaybeacquiredforafeeofone-halftheamountnortnailyrequired,pmvidednochanges Fave been orwill be made in the original p!ansand specifica9ens and zny suspenslon or a6andonment has not exceeded one (1)year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural tlow of water causing a drainage pro6lem. (5) Contractor shall notlfy the Building Inspector iwenty-four (24) hours In advance for alI inspections and shall receive vrtitten approval on inspection card before proceeding with successtve phases ofthe Job. (6) The issuance of a permit or the approval of drawings and specificatlons shall not be constrved to be a permit for, nor an approval of, anyviolatlon ofthe provtsfons of the building codes or any other ordinance, law, rule orregulatlon. All plan review is subJectto field Inspections. Ghief Buildina Official Value:$ Pemut Fee:$ Plan Review Fee:$ se • TOt21: $ . .voi. ~F r • 'fi" ~ . rya~wt . n r i~ rv-`v,. » . ~ COMMUNITY DEVELOPMENT DEPARTAAENT oe `""E0r BUILDING INSPECTION LINE - 303-234-5333 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~LORPO~ . "Pl•F4A1 Property Owner: r„ f; P~~V"~%c°S ProperryAddiess: fOyQ4 ~~_1h pi. Contractor License No.: a07.?,2 , . Company: 5A rvt e Building Permit Number. Date: Phone: 7~O Fj ~l/ rs`/22 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Depf, Valuation Figure: I hereby,certiiy that the sethack distances proposed by this pertnit'application are accu2te, and do not violate applicable ordinances, rules or regulatlons of the City of Wheat Ridge or covenants, easements or restrictions of record; thatall measurements shown, and allegatlons made are accurete; ttiat I have read and agree to abide by all condltions printed on thfs appllcation and that I assume full responsibillty for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under thls pertnit. Plans subjectto Field inspection. . ~ fiG Value:$ Permit Fee:$ Plan Review Fee:$ se : Total:$ (AWNER)(CONTRACTOR):PPoNTEO DATE , UseofSpace(description): iVeiJ c.On Slr7~d7o%~i Description of work: /=;,tplu~r B.;y mP/.a5 Sq. Ft. added /7o/ QA l /ON ~ BiJILDING DEPARTNIENT USE ONLY COMMENTS: . Approvai: J~' 1./'7.oG- vk ~pt/afF~~Yd ''M<oNO . Zonfng: ApprovaL• IORKS COMMEN75: Approyal: 'ARTMENT COMMEN75: Approval: Walis: Roof: Stories: Residential Electrical License No: Oa'o 3 Plumbing License No: fJ0'~//Mechanical Llcense No: Company: 5{y~ g~/eCG Company:,,94rne IXe MP Company: CvpPi- lk'ahNg f-loe%Nj Expiration Date: E-67-7 Expiration Date: i- 0 7 Expiration Date; /-IO -a 7 Approval: Approval: Approval: (1) ThIs pertnitwas issued inaccordance with the provtsions setforth In your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Bullding Codes of Wheat Ridge, Coloredo or any otherapplicable ordinances of the City. - (2) This permit shall expire if (A) the work authorized is not commenced within sixly (90) days from issue date or (B) the 6uilding authorized is suspended or abandoned for a period of 180 days. . (3) Ifthlspermitexpires,anewpermitmaybeacqulredforafeeofone-haiftheamountnortnailyrequfred,pmvidednochanges Fave been orwili 5e made in tt;e original pl2ns 2nd specifications and any suspension or abandonment has not exceeded one (1)-year. If changes have been or if suspensfon or abandonment exceeds one (1) year, full fees shail be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural flow of water causing a drainage pro6lem. (5) Contractor shall notify the Building Inspector iwenty-four (24) hours in advance for all inspections and shail receive written approval on inspection card befora proceeding with successlve phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be consWed to be a permit for, nor an approvai of, any violaBon ofthe provfsions of the building codes or any other ordinance, law, rule or regulation. Ail plan review Is subjectto fleld.Inspections. Chief Buildina Official << Y •Y . .:i~n.~ r ~ .~b . - ' ~ COMMUNITY DEVELOPMENTDEPARTMENT oF WH~r,p BUILDING INSPECTION LINE • 303-234-5933 _ g CITY OF WHEAT RIDGE ~ 7500 WEST29TH.AVENUE , WHEAT RIDGE, CO 80033 - (303-235•2855) ~~LORP~~ APFyT.TP'*6J • Property Owner: J!~ P~,(~c~!"17lC'S Property Address; /p//~jp ~?S_' P-/, Contractor License No.: a 0 ?.?_2 Cpmpany: st,vrn e' OWNEiLCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I BuildinaDepf.ValuationFigure: I hereby_certify that the setback disfances proposed by this permit'app7ication are accurate, and do nptviolate appifcable ordfnances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictlons of record; that all measurements shown, and allegatlons made are accurate; that I have read and agree to abide by all conditions printed on thts applfcaUon and that 1 assume full responsibility for complfance with the W heat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under thi/s permit. Plans subject to field inspection. , (OWNER)(CON7RACTOR):SIGNED VCA DATE 1- 41 -9~K (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (description): A/2'vJ Descriptionofwork: ,epr4 ce a~:Y eP i,r~~ Sq. Ft. added %7611 . COMMENTS: Approval: Zoning: Building Permit Number: Date: Phone: 2.9CJ - ~I / fs `72 7 Phone: BUII.DING COMMENTS: A,1442d ~~~qfM r Appmval: /-/7-~ IC~ . WORKS COMMENTS: Approyal: DEPARTMENT COMMENTS: Approval: . :uoancv: Walls: Roof: v21ll0:$ " Pemut Fee:$ Plan Review Fee:$ S0 T x; `rOt31:$ /1 . USE ONLY (~,~,d4(..ro..t . Stories: -f C" r eO ~i,ON i- r Residential Units: Electrical License No: 9,)`l-2 3 Plumbing License No:dO'C7l`j Mechanical License No: Company: 5/z~ G. / / ,acInG Company: ,~q/jw°IZ.e lzp Company: Cc~r' /k'~hHy tloe%H y Expiration Date: ~-~-677 Expiration Date: i - e - U 7 Expiration Date; IO -0 7 Approval: Approval: ' Approval: (1) This pe[mitwas issued inaccordance with the provisions set forth in your application and is su6ject to the laws of the State of Colorado and to the Zoning Regulations and Bullding Codes of Wheat Ridge, Colorado or any other applica6le ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . (3) Ifthispermitexpires,anewperznltmaybeacqulredforafeeofone-halftheamountnormallyrequired,providednochanges - havebeenorwilt5emadeintheoriginalpl2nsandspecificatior.sandanysuspensionor2handenmenthasnotexceededone (1)year. If changes have been~lfsuspenston or a6andonment exceeds one (1) year, full fees shall be paid for a new pertnit. (4) No work of any manner shal4be done that will change the naturel Flow ofwater causin9 a drelnage problem. (5) Contractor shall notiTytia€lB ii8 Ing Inspector iweniy-fiour (24) hours in advance for all inspectlons and shall receive written approval on inspe Ctiton before og~vithsu e' , h !thejob. (6) The issuance e appr al of drawings and speclfications shall not be consWed to be a permitfor, nor an approval cywe p sions ofthe bullding codes or anyother ordinance, law, rule orregulation. All pian review is subie to fielo - Buildina Residential Worksheet (SF/Duplex) Submitta] requirements Copy of Deed ~ Site Plan (to scale) ~ Elevations ~ Address: 10496 vV 384'^ PL Zoning: 12--1 Use: Lot Size: t175l. 4- sq. ft. SF Property in the flood plain? Na Lot Width: I 14 • 01 ft. Maximum 1,ot Coverage: 25- % Proposed Improvements: House: _ Addition to House: _ Shed: _ Detached Garage: _ r l L ~ sq. ft. sq. ft. sq. ft. sq. ft. Proposed L,ot Coverage: (Total) 17. Required Setbacks: FR 30 S % sq. ft. 172 I sq. ft. ir S f r R rs- Provided Setbacks: FR 3+ S f(• 9 S L'7' 6 R+7 sq. ft. Maximum Height: 3 S ft. Proposed Height: 7'1 ft. Maximum Size: 337(43 sq. fr. Proposed Size: /7zi sq. ft. Access Notes For one and two-family dwellings, the firs[ 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concre[e, asphalt, brick pavers or simi]ar materials. For all uses other than one and [WO 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. ln residential zone disUicts, curb cuts shall be at least 10 fee[ and no[ more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the sveet accesses are at least 30 feet apan, measured from the interior edges. - For all uses, one access point per property is permitted. Landscanina Notes For one-and two-family dweUings, one tree for every'70 feet of sveet frontage is required. 100%r of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. 3f63 sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ff. Detached Gazage: Other: Sveet trees required: 2' Sveet vees provided: 2. City of Wheat Ridge ~F WHEqr Community Development Department ~ ~m Memorandum Cp~~RA~O TO: Building Contractors FROM: Planning Division SUBJECT: Items to be completed/New Single- or Two-Family Structures DATE: 13 Apri12005 Listed below are a few items to consider while finalizing construction of a single-or two-family structure. Before a certificate of occupancy can be issued for a new single-family or two-family structure, the following items must be complied with. 1. If a driveway is proposed, the first 25 feet of drive surface area must be paved. The driveway may be surfaced with asphalt, concrete, brick pavers or similar materials. The driveway must abut the existing edge of asphalt on the street, which may require paving within the right-of-way. If paving occurs within the right-of-way, a right-of-way pemut is required from the Public Works Department. 2. One street tree must be installed for every 70 feet of street frontage. If the structure is a corner lot with frontage on two streets, each frontage is subject to this provision. These street trees must be at least 2 inch caliper specimens. 3. One hundred percent of the front yard must be landscaped, excluding driveways and sidewalks. The front yard is defined as the first 30 feet from the front property line adjacent to the street. 4. At least 25 percent of the entire lot must be landscaped. The front yard ]andscaping may be counted when calculating this figure. 5. No more than 50 percent of the landscaped area may be comprised of turf. L.ow water turf (such as buffalo grass, blue grama grass and tall fescue) is encouraged. 6. No more than 35 percent of the landscaped azea may be non-living material, such as rock or bark. Living materials planted within rock or bark beds may be excluded from the non- living calculations. 7. If the landscaping cannot be completed due to inclimate weather, an escrow must be submitted for the estimated cost of landscaping installation and quanti6es. The escrow shall be in the form of 125% of the value of the required landscaped area. 8. It is possible that the Public Works Department may require either construction of curb, gutter and/or sidewalk or that an escrow be submitted for the full amount of these public improvements. It would be beneficial to contact the Public Works Department to discuss the potential for pubiic improvements. 9. Any fence, outbuilding, shed or detached garage will require a sepazate building pernut. If you have any questions rega;ding these or any other requirements, please contact the Planning Division at 303.235.2846, or go online at www.ci.wheatridge.co.us DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERIVIIT APPLICATION Date: i ~ 1,~^+J6 Applicant: Phone # 72 cy 6-~ `l c7 7 Location of Construcrion: lo°/Ro C.J. 38'4-'-- /34-~ Purpose of Construction: Sf"P- Building Permit Value: Single Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: (For document processing) Single Family Residence Review Fee: (For review of applicable technical documents) CommerciaUMulri-Family Review Fee: •(For review of existing technical documents) •(For review of technical documents for construction in Right-of-Way, Final Drainage Report, and Erosion Control Plan) CDOT Access Permit Fee: (for document application and processing) $150.00 $ Traffic Impact Study Review Fee: (For document review and processing) $200.00 TOTAL REVIEW FEES (due at time of building pernut issuance): $ $ I 6D . OC7 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Date IrI~-a~ Q SignatureofApplicant4-- Comm ercial Multi-Family $100.00 $ 100•~O $50.00 $ SD. b0 $100.00 $ $500.00 $ KAFORMS & LETTERS\DEVELOPMENT FORMSTee Structure (68-04).doc Rev 6/04 OFW H~Tq~ DEPARTMENT OF PUBLIC WORKS ~ m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW Cp~ORA~O Date: 16lS,blo Loca[ion: /04fg0 a, 3$'"t 1044GS ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage a. Proposed Grading/Drainage L,etter & Plan required: _Yes _ No b. Lot drainage/grading to be reviewed by Building Division: a Site drainage/grading plan has been reviewed and is: _OK _ Not OK; refer to sdpulations. 2. v Public Improvements to be completed: 31 5 /D~W141-4 I a. street paving/patching: ✓Yes No -pi-us bjZ I Vee-oTi~5, b. curb & gutter. Yes ✓No ~ Db kt~2 11s 4JD - c. sidewalk: ✓Yes No ( -yC~sT>nJL3 If not, the amount of escrow taken: $ ;tJ/f} ` G~ Sw Items escrow is taken for: . Has Escrow Agreement been executed: _ Yes ✓ No 3. ✓ State Highway Access Permit needed: _ Yes No 4. ✓ Dces all existing roadway/alley R.O.W. meet the standards of the City: ✓ Yes _ No If not, what is requested: nl If}- If R.O.W. is required, has the deed been received: Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the above and/or attached stipularions. Al~,4 .j-e~~ 11/8Lo6 Signature David F. Brossman, P.L.S. Dare 6. -')IA- NOT APPROVED: The Public Works Department has reviewed the submitted material and does not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Date 7. 'v1 Stipulations attached: _ Yes ✓No 8. '4411" A Dninage Certification Letter is required prior to the issuance of the Certificate of Occupaacy (C.O.) 9. - NOTE: Any damage to the existing Public Improvements as a resuit of zhis construction is to be repaired to meet City standuds by the Permit Applicant prior to the issuance of the Certificate of Occupancy. CHy of 1VheaT Rk~ge 73epmimerrt of Yublic DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED / l/ sLO(, ADDRESS /0-Y90 Gd. 3&'4 Dear Contractor: In conjuncfion with the approval of the building permit application for the above referenced address, this letter is to inform you that all exis6ng public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Departrnent, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condiuon(s) of the public improvements at this address. If you have any guestions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 APPLICATION FOR MINOR GRADING/FILL PERMIT APPLICANTSNAME: 7- -1- f-7- OF WHEqT x P V m ~~LORA00 r APPLICANT'S ADDRESS: l 6 Y'7c PL, ADDRESS OF FILL: DATE OF APPLICATION: I- ( I -&"-g ' CO g_-dd 3. All pernuts shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public improvements, when constructed, shall be maintained (by ihe respective individual(s) and/or company responsible for the canstruction of that public and/or private improvemeni in the respective development) on a daily basis, ar as needed, such that they are free of mud and other construction debris tracking from the site. Failure to comply with this requirement will result in the enforcement of Article II, Speczfied Nuisances, Section I S-I6 (4) of the City of Wheat Ridge Cade ofLaws. MINOR GRADING, EXCAVATION. AND FILL PERMITS 1-50 Cubic Yards: No permit is required for dumping or excavation of earth materials, which do not exceed 50 cubic yazds, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent sh-uctures, and in addition, such fill or excavation does not obstruct or otherwise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yazds may be allowed with a permit approved by the City Engineer. All applicarions aze to be submitted on the appropriate completed application form and shall be accompanied by the appropriate fee and sketcb plan indicating the following information before the permit will be issued. A. Location and dimensions of all property boundaries and struchues on the site. B. Location and extent of azeas to be filled ancUor excavated. C. Location of existing and proposed drainageways, irrigafion ditches, etc., and indicafion of how and where historic run-off will be maintained on and through the site. D. Cross-section azea to be filled and/ar excavated indicating original slope, new slope and depth of fill. E. Statement that indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc. 3. 501-10,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yazds, but does not exceed 10,000 cubic yazds, may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepazed and signed by a Colorado registered professional engineer, at a scale of no less than 1 inch to twenty feet (120) which illustrates the following: B. Location and dimensions of all property boundaries and structures on the site. C. Location and extent of azeas to be filled and/or excavated. D. Location of existing waterways and drainage courses indicating any cbanges. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditcb company shall be required). E. Location of eacisting and proposed points of ingress. F. Locarion and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations aze complete. G. Erosion control plan. H. Grading plan with existing (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. At least two cross sections (east to west and north to south) througb the site showing depth of fill and/or excavation. J. A drainage report may be requ'ued if site runoff chazacteristics are changed. K. Relative elevations of adjacent properties and structures. L. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Grading, Excavation and Fill Permits: A. Rehabilitation: Within thirry (30) days after cessation of filling and/or excavation, rehabilitation for the site shall have been completed in accordance wiTh the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contazninants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "gazbage,lrash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazazdous waste by local, state or federal agencies be used as fill in any fill azeas within the City of Wheat Ridge. C. Excavation and/or fill azeas shall be graded to facilitate weed control until fmal grades aze set and site rebabilitati'on and use occur (must be leveled with side slopes not to exceed 3 to I). ]:TORMS&LEfCERS\APPSffiPERMTfSW'vmGnding&Fi1lPmnitdac 2 Rev2105 5. Permit Fees* 50 cubic yazds or less 51 to 100 cubic yazds lOlto 1000 cubic yards for the fust 100 cy $23.50 $37.00 $37.00 plus for each additional 100 cy or fraction thereof cy X $17.50/100cy 1001 to 10,000 cubic yazds for the first 1000 cubic yazds $194.50 plus, for each additional 1000 cy or fraction thereof cy X$14.50/1K cy *Wheat Ridge Code of Laws Section 5-76. TOTAL $ V 3. Sv All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site aze in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 yeaz flood zone MUST COMPLY WITH WIIEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WIIEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF TAIS PERMIT AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERNIIT WILL BE KEPT IN MY POSSESSION OR PERMANENTLY ON THE JOB STTE. APPLICANT: CITY OF WHEAT RIDGE: ~ r2 Appl Ps Signature City ngineer Owner's Signature (if different than above) APPiova Dac . I:70RM$ & LEl'fERS\APPS & PFRI.9TSNtivor Gndiug & Fii1 Pmnil.dac 3 Rev 2/05 CITY OF WEEAT RIDG$ CE1tTIMATE OF wA.Z'EIt ANb SE,'1'VER SEEiVFC'E AVAILASILITX Note to Applicazrt: A building 13ermrt will no# be issued wi3hout f}us Cm`incate signed by ihe Tlistrict or Agency supplying sen2cas. T1vs Certifrcate expires one vcar from date of aparoval by aut'horizin¢ aaent 1,n I rv_ Job Address THE NORTH 125 FEET OF THE SOUTIi 302 FEET OF THE WEST 115 DSfC FEET OF THE WEST 8 ACRES OF THE EAST 16 ACRES OF THE SW 714 OF i'HE SE 1/4 DF SFCTION 9'1 TOWNSHIP a OfTH RgNGF SO t'FS CT (piim-rv na IFRCGRCON. cre c nc rn ORADO Lcgal Descnphoa I r7 . ~ vseofBliilding Q "r-G-~rnoe,Y=~+es `~3A~1.1-NI g~"1 Owzyer Address Telephono SEWER Namc of Dish~iot: W.0 6Aa~ Indjvidual Septic Fermit No. ~ Sewec 6eivice Available ()Sewei Secv;ce NoC Avai,lable Comments nr Condifions: I heceby cectify that availabzlity of eetvi,cc is aa indicated above, . SigaaWreofAuthorizedAgoat pa~ . Jefferawx Counry Health pepanmmt (iF SSPIIG) Signature DaSe WA7J~R NameofDishict:Ct~~~/~~~ ColnxadaWollPermitNa. Q~ WaSee Service Aonilablb Watcr Service Not Avad7abla CommeatsoxConditions: WATER SERVICE IS AVAILkBLE 5,U6JECT TO CQMpj TqNGE WITH as'xadicated above. wgnnnue-or[iu~oa~acAQEi~L ~e , . [~3ig/ O7 Ieffersaa Couary klealrh Aepaxtmwt (ff WF.GL) , quthoxized Signatuze Dare ta •d jz: tt 9ooz 2i upr Md I 9NTNNFi7d FROM :WEGTRIDGE SRNITRTION FRX N0. :303 424 2628 Feb. 06 2006 98:33RM P2 1~.•~.2AAe--4c 6v.e.k.-[v 0~o3'~a.35'a.861 C1TY OF'1Y'ffEAT RIDGT CERTxkTCATE OF WATER AND 9EWER SERVICE AV+°aILAHILT~ Note to Applicant: A building parmit lwill not be issued wifhout this Cerdficate signed by the pistrict or Agency suppIying serviees. +s 'fic~* exvi s one,~!oar fro dete ~pPr~~ bv authorizine aeent Job Addzess Ovvner ^ Address Talephoae SE'a'ER Name of Disuim: Tndividual Seprie Pe:mit (k<~wer Service Available O Sewer Se*HCe Not Available Commeap or Condi[ioav:,02ae'"~ 0.-O4 T he:eby cerRfy that availability of seMCe is as indicated above. ~ V-- 5igaature of Authorized Agont uate Jeffexsoa Couary Aealffi Depaim+ent (tF 98PTiC) AutLotized Signnture Date a. WAT R Neme af Disaiet! Colarado Well Permit No. Water Servioe Avai]able Watet Service Not Available Comments or Conditions: I heseby cartify that avapability af sccvicc is as indicated above. SignaWre ofAUt6orizedAgsne Date ]efferson Caunry Hosith Depsctment (ff WELI.) Awhariud SWawre Dace FROM :WESTRIDGE SRNITATION FRX N0. :303 424 2628 Feb. 06 2006 08:33RM P3 WESTRIDGE SANITATION DISTRICT 3705 Klpling Streel - Suita 101 Wheat RfdgO, Coloredo 80033 ' Phone (303) 4248487 Fax (303) 424-2628 February 3, 2006 Ms. Kristy Shutto City of Wheat Ridge ~FAX #303-235-2857 RE: Sanitary Sewer Service / Availability to Serve 10490 W. 381" Place, Wheat Ridge, CO 80033 Dear Ms. Shutto: District records indicate there was previously a single-family residence at this address and served by the District, which was demolished in 2005. Months later, the property owner met with District engineers on November 8, 2005, at which time the service line was capped: This was to take place prior to demolition, with a District representative present for inspection. The property owner had never contactec3 this office; we discovered the demolition when reviewing City reports and contacted him. At this time, sanitary sewer service; is available subject to District Rules and Regulations. The property owner must establish whether the current tap may be used, or if a new one must be made. They must contact this oifice prior to work commencing, to schedule an inspection of the line by a District representative at the time the conneotion is made, 6efore any backfilling may commence. I would appreciate you giving a copy of this letter to the property owner when they pick up permits from you. If you have questions, please call me at the above number between 8:00 a.m - noon. Thank you: ! :Sincerely, Kim bahlin Office cc: Raj Lofti Lane Engineering Manager T.C. Properties, LLC Jan. 5. 2006 5:04PM ~ Xce/EnergyJnauary 5, 2406 Cy Butte GTanic Fiomes P.O. Box 745580 Azvada, CO 80006 Subject: Service Availability Daaz Cy: No. 9411 P. 1 5460West 60th Avenue ArvaAS, ColoraEO 80003 In aCCOrdance with our tariffs filed wit6 and approved by the Colorado Public Utiliries Commission, gas and electric facilities can be made available to serve your project at 10490 West 38"' Place. Cuzxently our lead time for design is three weeks and lead time for construction is six weeks. Due to workload, material availability and desiga complexiry, design and conswction lead times are approximate and subject to change. Please submit your plans at the earliest opporiunity to better assure zneeting your proposed schedule for xeceiving service. Z Gas costs will be calculated in conformaace with our filed SERVICE LATERAL CONNECTTON AND DISTRIBUTJON MAIN EXTENSION POLICY. 0 Electric Costs for the project will be calculated in conformance with our filed SERVICB CONNECTION AND DISTRIBUTION LINE EXTENSION POLICY. If you have any questions or commenrs, or if I can be of fiu1her assistance, please feel free to call me at (303) 425-3$38. Sincezely, Karen Barbick~ Engineering TecLnician Design and Layout North Metro Aegion V \ Q ~ ~ V ~ W ` N ~ U ` a J M O ~ r r ' I~ I J ° a U z ° ° wWW p = ti"n t~n < a Qq ° I- o LL ' ~ o' mwp OD ~LL i a I ~ I - o ~ W r~ ° ! ^ ~ U U a 10 ° t- Xoo 0 = rn a 0 Z~oz 3N/7 .Y96S13S 9N/07//I9 Sl _ a a a N z W i r z o ; Z O ZODU G I t~i I I j :.N~ 6~~a =d. ! 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A a ? ~ ~ a o ~ v Z i ~ - m ~ ~ m v1 z r ~ N GI ~ o, io t0 0 ? o ~ m O Wp ~ m ~n z n n~ ~ o ~ p o m ~ I \ I ~ o ~ V1 o m A o ~ o m r W c ~ ~ r Z n n o ~ Z c~ i m C nv i ti~ ~ W y F` ~ m Project 05558 SUBSURFACE INVESTIGATION Proposed Residence 10490 West 38`" Place WheaE Ridge, Colorado Prepared For: T. C. Properties, LLC PO Box 745580 Arvada; CO 80006-5580 October 2005 Prepared By: Scott, Cox & Associates, Inc. 1530 SSth Street Boulder, Colorado 80303 (303) 444-3051 Table of Contents Project05558 Purpose Investigation Details Proposed DevelopmenE Site Conditions Subsoils Groundwater Conditions Foundation Recommendatzons Slabs-Cn-Graue Site Drainage Considerations Earth Retaining Structures Limitations Inspection and Quality Control Figures and Tables Figure 1 Boring Location Map Figure 2 Graphic Boring Logs Figure 3 Perimeter Drain Illustration • Footings Figure 4 Underslab Drain Illustration • Footings Table 1 Summary of Laboratory Testing Page I 1 2 2 2 3 3 4 6 7 7 9 SUBSURFACE INVESTIGATION PROPOSED RESIDENCE 10490 WEST 38"' PLACE WHEAT RIDGE, COLORADO PURPOSE This report presents the results of a subsurface investigation performed October 7, 2005, ior tne proposed new residence to be constructed at 10490 West 38' Piace un Wheat Ridge, Colorado. This investigation was inade fo provide design criteria for the foundation system of the structure to Ue located on this site. Two (2) borings were completed during the course of this investigation in, or adjacent to C112 iUTOlJOSeCl b7itldinaa enpal^ro. Tho ln`wt1C1:S Ci ~i:c vvili1SS dTc uiCilClieu Gii ['f1C Boring Location Map (Figure 1). Factual data gathered during the field and laboratory work is summarized in Figure 2 and Table 1 attached. The results of this investigation and our oputions, which are based on this im>estigation and our experience in the general area, are summarized in this report. INVESTIGATION DETAILS The field investigation consisted of drilling two (2) borings. The borings were completed with 4-inch diameter, continuous flight power augers using a truck- mounted auger drill rig. T7Ze augers are utilized to bore and clean the hole to the desired sampling depth. , The augers are then removed and a 2-inch I.D. Caiifornia spoon sampler is inserted to the desired testing depth. The sampler is then driven with blows of a standard 140-pound hammer fallin$ a distance of 30 inches. ~ The sampler is driven a total of 12 inches or a maximum of 50 blows. The number of blows required to drive the sampier 12 inches, or a fraction thereof, constitutes the penetration test. The test is similar to the Standard Penetration Test described in ASTM D1586. This test, when properly evaluated, is a measure of the soil strength and density. The results of these tests are shown on the Graphic Boring Logs (Figure 2). All soil samples recovered were inspected and some samples were selected for testing by the project engineer. The testing program consisted of performing the following tests where appropriate: Consolidation/Swell • Consolidation/Swell tests were performed to determine the relaEive stability of the different subsurface soil types. Natural Dry Density • T`he dry density of the soils provides us with an indication of the relative compaction of the surficial soils. Natural Moisture Content • Tne moisture content test provides us with information, which may indicate the probability of instaUility due to consolidation ar swell that may Ue caused Uy excessive wetting or dryulg. TTYICOTI{1TledCmm-racci1To C+rc+na+11 .b,. . • The approximate unconfined compressive strength was determined by use of a calibrated hand penetrometer. The unconfined compressive strength can be useful in determining the bearing capacity of a soil. PROPOSED DEVELOPIYfEN'I' As currently planned, the new residence will be a one to two-story structure utilizing conventional wood framing and wili be supported by poured-in-place reinforced concrete foundation wa11s. The residence will be placed over a basement or crawlspace. The loadings are anticipated to be light to moderate with no unusualloading conditioiis. If actual building plans differ from the above description, we should be notified so that our recommendations can be reviewed and revised, if necessary. SITE CONDITIONS At the time cf our investigation, the buiiding site was a vacant iot within an oider developed subdivision. An existing residence had been previously.removed from this site. The site was bordered on the south by West 381h Place and to the north, east and west by existing residences. T`he site was relatively flat with no obvious slope. Vegetation on the site consisted of a moderate growth of grasses and weeds with some small to larger trees. SUBSOILS The subsoils on the site generally consisted of approximately 11/z foot of dark- brown, silty, sandy clay topsoil containing organics or 5 feet of mottled brown, silty, sand and clay fill material. Underlying the layer of topsoil or fill in both of the borings was dark brown to brown, silty, sandy to very sandy clay that Page 2 extended to depths of approximately 9 to 10~/z feet. A brown, silty, sandy clay to silty, slightly clayey to clayey sand with gravel was encountered at depths of approximately 9 to 10'/z feet and extended to depths of approximately 27 feet or greater flzat that explored. Bedrock was encountered beneath the surficial soils in one of the borings at a depth of approximately 27 feet. T`he bedrock consisted of a gray, silty, slightly sandy claystone that continued to the maximum depth explored of approximately 30 feet below the existing ground surface. A detailed description of the soils encountered in this investigation is presented in u1e Grapilic Boring Lo~s (Fiaure 2). GROUNBWATER CONDITFONS GrOw'lawateT w2g aiirni~nfarar~ r~~.:.rlrib C,wr i:1V°Stia2tiOri :ri ~Ct;t Ci ti~e ~Gnlii6s di the time of drilling. Upon returning to the site several days afterwards, groundwater was noted in both of the borings at depths of approxunately 10 feet below the existing ground surface. We are past the time of the seasonal high groundwater table, and some rise of the groundwater table is anticipated. It is not possible to forecast the seasonal hiah groundwater table based on short duration monitoring. The only sure method of such determination is monitoring of the water table through the spring and early summer (typical seasonal high groundwater levels occur about Juiy 1). Groundwater may be a concern on the site. We recommend that the bottom of any basement excavation be maintained at least 4 feet above the seasonal high groundwater levels. Also, improper site grading and drainage could result in a"perched" groundwater table. This is discussed further in the "Site Drainage Considerations" section that is included later in this report. Ditches, streams or any water features can also influence the deptl: to groundwater at the site. FOUNDATION RECOMMENDATIONS The existing topsoi: and fill are not ccnsidered suitaUle to suppart any foundation loadings. Our laboratory testing indicates that the silty, sandy to very sandy clays are of low to very high expansive potential. These materials also drastically lose their strength where in close proximity to the water table, the sandy soils are considered to Ue of low expansive potential. The claystone bedrock is of moderate to high expansive potential, however is deep below any proposed shallow foundations. The foundation designs possible are directly related to the proximity of the foundation system to the potentially expansive clays. It is possible that spread footings may be used with the potential for remedial soils work. Page 3 A footing foundation system may be considered for use at this site provided suitable measures are taken to mitigate the weak and potentially highly expansive soils encountered at this site. This wi11 require placement of a rock blanket to transmit loads down to the weaker soils and deeper excavations to penetrate the expansive soils. It is our opinion that the structure can be supported on spread footings, either continuous spread footings or isolated pad fooEings, founded on the low expansive clays and rock blanket consisting of 6-inch minus crushed rock (rock with a minimum of fines and with a aradation ranging from a maximum size of 6 inches and a minimum size of approximately 3/ ulch). The rock should extend out from the edge of the footing or pad a minimum distance equal to the total depth of the rock placement (i.e. 2 feet out for 2 feet of rock placement). The footing should Ue designed for a maximum allowable Uearing pressure of 1,200 PSF, based on dead load plus full lice load. We recommend that the excavation be done with a large, track-mounted backhoe due to the soft soils conditions that are anticipated to be encountered during excavation. The footing lines should be carefully inspected by an engineer from our office and prior to placement of any rock or footing elements. All footing should be placed below any topsoil or existing fill soils. Differential settlement must be considered in the design of the foundation system. Differential settlement should be kept to a minimum, which can be achieved by keeping loads as uniform as possible throughout the foundation elements. Foundation wa11s supported by footings should be designed as grade beams capable of spanning a minimum distance of 12 feet. The amount of reinforcing steel used should not be less than No. 5 bars, both top and bottom of the foundation wall. Reinforcement should be continuous around corners. Differential settlement will be minimized by proper reinforcement of foundation walls. Drilled piers can be conside:ed as a ioundation option at the site, however will be deep below wet caving soils and require casing. We are available to provide appropriate recommendations if you would like to pursue this option. SLABS-ON- GRADE Most of the soils anticipated to be beneath the siabs-on-grade will have some expansive potential. Therefore, slab movement is anticipated if the soils beneath the slab become wetted. T'he possibility for wetting can be mitigated by following the site drainage recommendations presented in this report. However, it is probable that some slab damage (such as cracking and heaving) will take place if slab-on-grade construction is utilized. Page 4 Slabs-on-grade should be utilized on potentially expansive soils only if the owner realizes EhaE sorne slab damage is likely to occur. The use of a structural floor supported by the foundation walls, with air space beneath, would eliminate the possibility of floor movement. The actual amount of possible slab heave is very subjective due to variability in the soils resulting in variability in expansion and also the degree and depth of wetting beneath the slabs. Outlined below is a prediction of the possible slab movements for the jeneral soils at this site based upon a typical maximum wetting deptns of five feet, which is an average worse case scenario. There were typically three different soils types at the site, which could 'ulfluence the slabs-on- grada The first type being a silty, sand and clay fill material which caruiot be predicted due to its highly variaUle characEeristics. The second Ueing a low to VeTV }llo P_Xr~~TlS1Ve Silt~T, cai~r~~7 clg~~, +hP cPrpnrl ±j~r~o l,~Ayn~ a lncr~ °ypang; ~,o gay;u7 stratum. Clay, (Low to Very High expansion potential) - approximately 2~/z to 9 inches Sand, (Low expansion potential) - approximately i/z to 1 inches It should be noted that these potential movements are only a prediction based upon the soils tested and typical s1aU movements seen from similar soils and wetting conditions. If a s1aU-on-grade were utilized, we would recommend that the following construction tecYuliques be utilized to help prevent secondary damage that could be caused by slab movement. 1. Separate slabs from the foundation elements with a slip joint. One method of doing this is to use two layers of tempered hardboard with a silicone lubricant befween the boards. A slip joint should be used around the perimeter of the slab and adjacent to any other structural elements. 2. Moderately reinforce slabs with reinforcement continuous through interior slab joints. Slab joints must be provided to control the cracking. The floor joint grid should be designed to allow no more than 200 square feet of continuous slab. 3. Any load bearing partitions must be provided with their own foundation system and the slab separated as outlined above. 4. Provide a 3-inch minimum air space below any interior non-load bearing partition to provide for slab movement without immediate damage to the structure. If unsure of the proper construction methods to achieve the Page 5 recommended air space, we should be contacted for further recommendations. 5. Any pipes rising through the slab should be provided with flexible couplings or other means to allow substantial movement without damage to the piping. Any ducts connecting to equipment founded on the slab should be equipped with flexible or crushable connections to allow for some slab movement. 6. Equipment and other building appurtenances constructed on the slab should be constructed so that slab movement will not cause damage. Following the recommendations given above will not prevent movement of the flpnr clahg in ±hny avon± ±hµ± ±ho m0iStl1.., wilie.^.L vi ih^c Svii bciicdiii iiic Siuli changes. However, if movement occurs, damage will have Ueen reduced for a relatively small investment. Prior to pouring any slab, it is essential that all debris, topsoil, and organic materials be removed and all loose fill either removed or compacted to 95% of maximum density as determined by the standard moisture/density relationship test ASTM D698. If any fill is required beneath the proposed slab, we recommend using a granular fill compacted in 12" maximum lifts to the standard referenced above. SITE I?RAINAGE CQNSIDERATIONS Site grading must be provided to prevent infiltration of surface water into the foundation system. The following methods of preventing this infiltration are recommended. These recommendations will also assist in preventing a"perched° groundwater table. l. Mechanically compact ali fill around 'rhe building, including tne backnll. Compaction by ponding or saturation must not be permitted. The backfill should be compacted to not less than 90% of maximum density as determined by the standard moisture/density relationship ASTM D698. Note that some moisture may need to be adcled to the soils in order to obtain the proper compaction. Improper backfill compaction can cause settlement of exterior slabs such as walks, patios and driveways. 2. Provide an adequate grade for rapid runoff of surface water away from the structure (10 percent minimum for the first 10 feet away from the structure is recommended). Page 6 3. A well constructed, leak-resistant series of gutters, or other roof drainage system, is recommended. 4. Discharge roof downspouts and all other water collection systems well beyond the limits of the backfill. 5. No irrigation within five feet of the foundation. Avoid heavy watering of any foundation plantings. 6. CUserve and comply with any other precautions, which may be indicated during design and construction. It is our opinion that perimeter drainage systems should be installed at this site fOY driy dT'2a WI'11C1"l 1S k12lOW ara ~,lP, T11o t,eiim°~~T diniiiasc SY%SiEifL S'flUl.l'1Q C011S1St of 4-inch perforated pipe, surrounded by a 3/4-inch to 1-1/2 inch washed rock. The drains should be placed a minimum of 12 inches below the surface of the adjacent concrete slab or grade beam and should drain to a positive gravity discharge (surface discharge strongly recommended) or to a sump from which water can be pumped. AttacLed ±o this :eport (Figure 3) is a drawing, which illustrates a typical perimeter drain configuration for footing foundation system. If Ehe excavations are to extend to within 4 feet of the seasonal high groundwater table, then more extensive and expensive drainage systems will be necessary (refer to Fia ire 4). We are available to provide appropriate recommendations as necessary. EARTH RETAINING STRUCTURES At this site we recommend that the wa11s be designed using a lateral earth pressure equivalent to that developed by a fluid weighing 40 pcf plus any additional surcharge loads. Use of this value assumes that the wall will be backfilled wi±h the site soils and that these soils wiii not be ailowed to become saturated at any time during the life of the wall. Saturation can be prevented by proper site grading and drainage and installation of drainage systems at the base of any walls tat are to retain soil above grade. This value is valid for walls up to 10 feet in height. LIMITATIONS The borings in this investigation are believed to present a reasonably accurate icnowledge of the existing subsoils. However, variations of subsoils not indicated by the borings are always possible. T1lerefore, we recommend Ehat all excavations be inspected by an engineer from our office to confirm that the soils actually are Page 7 as indicated by the investigation and to make recommendations if differences are noted. It should be noted that the foundation design recommendations assume that recommendations provided under the heading of "Site Drainage Considerations" are strictly adhered to. If Ehe soil supporting the foundation becomes totally inundated over a substantial period of time due to poor surface drainage, it is possible that there could be damage to the foundation system and the slabs-on- grade. We ivould like to stress that it is not possible to fully determine the seasonal groundwater table fluctuations (and, therefore, the seasonal high groundwater table) with the short duration monitoring completed during the scope of this investigat;p„_ WP haya raconta~ +ho ,,,o+7,~A .,o~oSS2:+ a., SuC.~ ~ a uc..,tciii..-,-.ui._ia,.,nuvf_. 't'J_. j' ~C u~ i in the section titled "Groundwater Conditions". It is always possible that the groundwater table could rise to unanticipated levels, due to unknown or unrecognized groundwater sources. Unanticipated groundwater levels will also impact the recommendations, contained in this reporE, for the perimeter drainage system type and extent, which may be inappropriate for groundwater table levels that rise to unanticipated levels. Due to the changing nature of geotechnical engineering practices, the information and recommendations provided in this report shall only be valid for two (2) years following the date of issue. After that time, our office should be contacted to review the information presented in this report and provide updated recommendations and design criteria appropriate for the engineering methodologies used in standard practice at that time. Page 8 INSPECTION AND QUALITY CONTROL Placement of any significant thickness of fill, particularly fill that is to remain in place beneath loaded slabs or other structural elements, should be inspected and tested by a qualified soils engineer. We also recommend that all excavations be an en ineer from our office. inspected bY g Sincerely, ' SCOTT, COX & ASSOCIATES, INC. ; By: I Kevin L. Hinds, P.E. Reviewed By: M. Edwar Gl ssgow, P.E. Page 9 LEGEND ~ SOILS INVES71GAitON BORING LOCA710N l~YEST ,38711 PLACE in I ~ ~ I ni z i ~ Q LO ~ m ~ co L0 0 0 N co I 3 a co LO LC) wo ,o C0 ❑ X ~ SCOTT, COX & ASSOCIATES, INC. ~ consulting engineers . surveyors 1530 SSth Street • Boulder, Calorado 80303 (303) 444 - 3051 i i i i e ~ ' ' I I ~ I N Scale: 1" = 20' 0 5 10 20 0 e i i FIGURE 1 BORING LOCATION MAP 11 JOB N0. 05558DRAWING N0. 05558 Graphic Baring Logs i ; ( l 0 ~I 5 N U 64 i ~ cn ~ 10 ~ 0 C5 ~ 0 a> 15 m ~ ~ ~ a~ ~ 20 25 30 35 SCOTT, COX & ASSOCIATES, INC. consulting engineers • surveyors 1530551hStreet BoWdeqCoioratlo 80303 Figure 2 (303) 4443051 Page 1 Project 05558 TH #1 Th! #2 Description of Soil Types ~ Fill - Mottled brown, silty, sand and clay O Topsoil - Dark brown, silty, sandy clay - Contains organics 77,. Dark brown to brown, silty, sandy to very sandy clay ri': Brown, silty, sandy clay to clayey sand r/: ~ BrOWr, SIl±`y/, S2Ild Wliii yl"8V2i - Ccrtain; some clay lenses ~ Gray, silty; slightly sandy claystone TH #7 Soils investigation boring number ~ Indicates a change in soil type - May be gradual. ~ ~ 12/12 12/12 indicates that 12 blows of a 140-pound hammer falling 30 inches were required to drive a 2-inch, inside diameter sampler 12 inches. 70/17 Indicates the groundwater table and the = date that the measurement was taken Notes 1. Borings were performed October 7, 2005 with four-inch diameter, continuous flight power augers. 2. Boring logs shown in this report are subject to the limitations, explanations and conclusions of the report. SCOTT, COX & ASSOCIATES, INC. Figure r2~ ~ consulting engineers • surveyors Pa e G 153055fh SVeet • Boultleq Coloretlo 80303 ~ (303) 6443051 Project 05558 Typical Perimeter Drain Installation Footing Foundation System Foundation Wall f ~ Waterproofing Slab or crawlspace level Engineering Fabric or #15 Felt i I • • I I Footing 0N Rigid 4" Perforated PVC Pipe Minimum of 10 inches of 3/4 inch to 1 1/2 inch washed rock PVC Liner glued to wall and extended along bottom of excavation to a minimum of 6 inches above bottom of pipe along exterior of excavation Notes: 1. 2. ~ S' ~ l. Slope drain and pipe at a minimum of 1/8 inch per foot to suitable outfall (sump pit or daylight outfall). Glue all vertical T's and standpipes. Instali non-perforated pipe from perimeter pipe into sump pit. " SCOTT, COX & ASSOCIATES, INC. consulting engineers • surveyors 1530 55th SVeet Boultler, Colorado 80303 Figure 3 C (303) 444-3051 Typical Perimefer and gTnderslab Drain Systexn Footing Foundation System for Slab-on-Grade Construction Slopc botrom of trench ro tlrain mwnrd sump pit. OPi ION Founda6on walt 0 Ifi..<«vel 0 I ~ ii 'i- 30'toiT 1' ~ I I IL of Gravel Abnve and Below PerfoiatedPipe . Note: 1. lindevslab Pipes lo"Above Penmecec Pipes. 2. Gvavel fov PerimeMr Dcain to ExMnd from Foundation Wall to Sitle oE Eecaratlon. th vel in" ro i i/z" ashed rzvel r li in• Min. 1_. I'erforared PVC Pipe on 2" Hedding LayeroEGvavel FilterFabcic 3/9" to 11/2 Washed Gravel i ~ i ln• Mi~. \ I \4" Dia. Pecfoiated PVC Pipe on 2" Bedding Layev of Geavel Figure 4 iermraze npe . Note: 1. UndevslnbPipesl0"AbovePerimeterPipes. 2. Gravel for Perimeter Drain to ExrenA feom Foundation Wall ro Side of Excavntion. Table 1 Summary o£ Soils Properties Page lll Project 05558 PROPERTIESATA'ATURALMOISTURECONTENT CONSOLIDATION/SWELL DESCRIPTION Natural Natural Unconfined Loading Settlement Settlement Swell Moistuie Dry Density Compxession (Dry) (Satuxated) (PCF) (PSE) (PSF) THkl@4 127 1042 >9000 100 0.50 15.60 Dark brown to brown, sllty, 1000 11.50 sandy to veiy sandy day 2000 8.10 4000 4.90 8000 0.90 16000 2.10 r 16.1 % Swe27 irpon the addition of xuater TFi#2@9 28.5 90.8 5000 100 120 3.60 Dark brown, silty, sandy clay 1000 1.90 2000 0.10 4000 1.50 4.8 % Swell itpon fhe nrldition of zonter TH#20029 23.4 999 >9000 100 0.80 670 Gray, sIlty, slightly sandy 1000 3.60 claystone 2000 2.10 4000 OSO 8000 1.60 7.5 % Szoell iipoia the additima of water FROM :WESTRIDGE SANITATION FRX N0. :393 424 2628 Nov. 99 2605 10:55RM P2 WESTRIDGE SANITATION DISTRICT 3705 Kipfing Streat - 6uife 101 Wheat Ridge, Colorado 80033 Phnne (303) 4249487 Fex (306) 4242828 November 9, 2005 Mc Chad Root Chief Building Official City of Wheat Ridge FRX #303-235-2857 Dear Mr. Root: This is to confirm our telephone conversation this morning regarding property at: 10490 W. 38"" Place Wheat Ridge, CO 80033 Yesterday morning Cy Butte met with our engineer at this address to comply with District regulations regarding inspection of capped lines for served property that is demolished. I would like to rescind my request for you to withhold any permits for construction at this address pending contact with Westridge. Mr. Butte is aware that upon new construction, inspeotion of the sanitary sewer line is required. If you have any questions, please contact me at the number above. Thank you. Sincerely, 6~'- -\I) ai~ Kim Dahlin Office Manager Building Permit PernAtN18957 CTTY OF WHEAT RIDGE 7500 west 29TH nvmue 7/11/2005 wheaaidge, co 80033 Inspection Line 303-235-2855 c~~yarv,t,~er~dye E- 303-234-5933 Residential Demolition PROPERTY 104I0 38tL PI Ulllt: n . ' owNEx: Granic Homes (303) 456-6056 . . . Description . . . . . . . . . . . . . . . . . . . . . Demolifion of existing house. . . . . ' . . Paid , ; . Units `Occupancy: Walls. . Roof: Stories: Sq Feet: I hereby certify thet Ne setb k d ta cu proposed by tht pernu[ ppL [ion are ac u t vud do [ olah applie bl yd nces, rvlu o reg l mvs ftM1e Ciry of ' Wheet Ritlge or covenants, ments or resmctions of record; tM1et vil emenh sM1Oxn, end vllegvt~oiis made arc accurere, Net I have reatl and agree m abide by . -ellmntlhlo~prNredon[huapplica[ion,aodfha[IessumefWlrwp ibiliryforcomplivvicewiNtheWM1eatRldgeBWldNgCode(U.B.C.)antlallatherapp4ca61c . WM1w[RiLgeoodinan warkundwMispcrmiL . -7- . : (OWNER)(CON CTOR):SIGNEDDATE . 3. Th6 pem~it was usue m amortlance with We pm forth in your appltcatian and is su6ject to the Inws o(the State ofColoredo vvd mlhe Zomng - RegulationsentlBuildingCadeotWhu[RidgyColoradooranyoNerapp6cableortlinvncuoftheCity. . . 2..: . TM1B pemut shall eayire if (A) Ne workautharuzd is na[ commenatl wlthin suty (60) tlays fmm Brve dme or (B) the buJdivg amhor"uzd is suspendetl or . ~ abandonetl (or e period o[120 dvys. . . . . 3 .Itthispemitupires,anewperMemaybeacquiredfora(eeofonrhalfNeamountnormallyrequired,proridetlmahangespavebcenorx+116emademtAe . . ariginnlplvnsandspecificatiomena y uspensmndrabantlonmmthasnatexceededone(1)yes.elfcAanguaremetleorRSUSpenlonbra6andonment . ucecdsom(1)yeaqfWlfeushallbepaidfovanewpermie 0 NoworkofanymannersM1allbedon¢tM1atwJlchangethena[uralllowof tercausingatlremageproblem: . r~ r5 CantracrorshallnotifytheBUlitlinglnspea[artwenty-four(20)haursiv danceforalYinspecHOes andshallreceivewrfnenapprovelodinapmHOncarJbefore . p o etlingwlthstu essivepFazuof . 6 The ssuen [o eapprovaloftlra d p fcahonsshell atbeconstmedfobcapermiHoynaranapprovelof,anyNalafionofthc pm s m1 codev e ordinmce, law, mIe or regvlahon. : . ~ . . . . . . ChieBuiltlinglnsPecmr . . . . . . SIGNEDDATE . Monday, July 11, 2005 Page 1 of 1: . . . . Permit Number Building Permit Isvs7 CTTY OF ~ WHEAT RIDGE ~k ~~~4~' ~ .7~1~1~2~~5~ 7500 West 29TH Avenue Wheahidge, CO 80033 -`-'"r~ v~ , Insp@CtlOn LiO@ 303-235-2855 Be 303-234-5933 Residential Demolition- ~PROPERTY 10490 . ~38t$PI . . . . ~ . ~ Urilt: ~ ~ . ~ ~ . . . owtvER: Granic Homes (303) 456-6056 Description ~ . . . . . . . ~ ~ . . ~ ~ . . ~ . . . ~ Demolirion of exisring house. Authorized~By BuildinB~APPmva1 Zoning . . . . ~ ~ Authorizetl On 7/11/2005 ~ . Approved By:. KS See State Demo.Approval Letter . ~ ~ . . . . . . . . . . ~ . ~ . ; . . ~ ~ . ~ . ~ . ~ ~ . . ~ ~ ~ . . . . . . . ~ . . ~ : ~ - Monday, Iuly 11, 2005 PageY of 1 i COMMUNITY DEVEIOPMENT D£PARTMENT Building Permd Number. oF W~~T BUILDiNG INSPECTION UNE - 303-234-5933 Date: ~ Pa, CITY OF WHEAT RIDGE ~ ^ 7500 W£ST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Property Owner: 0 ~ ~ ~L / PropertyAddress: 1'Vq"1 0 w, b~T~l Q(~ Phone: -3CSS--~~~-b/D.I t7 n Contractor Licensc No.: Company: ~CQ l/O~ / ~ Y! ~ Ptoae: ~(yWrdo E OWNER/GONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMEM 4 8uildin9 Deat Valuation Figuje: ; 1 hereby ceffify that the setback distances proposed by Nis permit apDliption are accurat¢, and do not vioWte a0dieabte ordinances, rules w reguWtions of the Ciry o( V3~llC:$ W Aeat Ridge or oovenants, easernents a resUic~ons of record; t~at aM rt~eawrements shown, and alleyabons made are xw2te: ihat ! have read and agree W abide Dy ali Permit Fee:$ condiGwrs printed on ihis application and that i aswme II responsibliry fa . compliance+.v~ththeWheatRidgeBuildingCode(I.B.C)andal avW~me~wniuic Plan Review Fee:$ Ridge Ordinances, for work under qs +mR. Plan 5obje fie1G inspec6oa Use T3X:$ IOWNFRNGOMTRACTORI:SIGHED I" DATE Total:$ lfse of Space (description): Description of woric: Sq. Ft. adMd Expiration Oate: Expiration Date: Expiration Date: MProvai: APProval: ` APProval: (1) 7na ppmfg was iuued in acpprdance wiM the provisions sel foM in your applica6on and is subject to the laws of the State ot CplpraOO ard fo.U+e ZoninC ReyufaDw+s anC BuiMinp Codes of W heat fiitlge. Colorado w arry dher appiicabb ordmances oi the City- (2) This Permit shall expire'rf (A) the wqk euthor¢ed'u rroi oommence0 within Sirty (90) Cays from issue date or (8) the building auCwrixed is suapendeA or abandonetl ior a Da+ad of 180 days. . (3) It Uis Pemiil mcpkes. a new Pmmit maY be acpuire0la a fx of one-hatt the amouM nortnatly required, pravidetl rw charges have been wwitl be made in MeoriD'mal Ptam and specfiptions arM airy susDensI0111 a abandonmant has not exceeded one (7)year.llchaVSAavebeenaMsuapensionorabandonmentexceedsone(1)Y'ear.iu0feesstw6bePaid faanewPen^it (4) No wMk Of anY manrMt sAaY be dafe Ciat w01 ctwge Me naWral 1bw of waler cauainp a dramape prohlem. (5) Cattratlor atW mEly Vie BulduW kopector lweinity-four (21) haxs in advanoe fa a4 inspections and sha0 receive wvitlen apqpvy pn bmpec4pn cmd Eetore PocooduV wM suaessive phases of the job. (4) The issuance of a pertnR a fhe aPPoval of draw^W and spedficabons shaB not ba construe0 b De a Perrrit (a. nor an apprpval of. a^Y vioistion o1Uw Dro+^siona of the Duadrtg codes or arry oCier orftance, law. rubor rewaDOn. NI plan revlew b sublect to fNld LapeWons. . Chief Building Official Electricai license No: Plumbing License No: Mechanicai license No: ComPany. Company. Company. Colorado Department of Public Health and Environment Air Pollution Control Division - Stationary Sources Program - indoor Air Unit 4300 Cherry Creek Drive South, APCD-SS-61 Denver, Colorado 80246-1530 Phone: 303-692-3100 - Fax: 303-782-0278 E-mail: asbestos@state.co.us DEMOLIT This approval notice is Regulation No. 8, Part Colorado Air Poilution This notice signifies thi demolition contractor li Environment pursuant: i As a contractor, you ma; the requirements of the i Colorado Department oi strongly suggests that y< any other local buildingi •anted'"subject to,Colorado Air :ad'opted December 16, 2003revention and Control,Act C. the structure was inspected f, properly notifie~ the Colo Regulation No. 8, Part B. be subject to other demolitio sunty and muniCipality in W ~a THE ORIGINAL NOTICE Qualrty Control Commission , and effecti~e March 2, 2005, the R.S, (25-7-10~;}and 25-7-501 et se~. or asbestos ancl GFCs and the rado Deparhnent otPublic Heaith and n licensgaand ~'muts, depending on hich ttie work is,'lieing performed. The nt, Air.Pollution Control Division, tcipal authoriti'es in order to determine nuO be met ` - ?,D ON STTE AT ALL TIMES. Immediately notify the Unit of project modifrcation~s by fax (number above) or e-mail (address above) and the appropriate county hea[th deparhnent by fax. Project modifuations include changes in the scope of work or the scheduled work dales, etG This demolition notice is valid beginning 6/16/2005 through 11:59 PM on 7J16/2005. The actual scheduled work dates aze from 6/16/2005 through 7/16/2005. Approval issued on: 6/14/2005 Record number: 46907 Notice Number: 05JE2571D For the location specified below: Residential 10490 West 38th Pl. Wheat Ridge Jefferson County This notice has been issued to: Colorado Excavating 11650 W. 68t6 Ave. Arvada, CO 80004 Amount Paid: $55.00 Check number: 26713 Asbestos Building Inspector: Chris Maroo Cerification No.: 615 Inspeciion Date: 04/26/2005 Issued y: ~ W