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Home My WebLink About9461 W. 37th Placei 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: c'� `, (_r' Permit Number: I ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes +Noy% L..,j When corrections have been made, call for re -inspection at 303-234-5933 Date: 4 `t Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge ,.. -' Resid. Windows/Doors PERMIT - 201900580 PERMIT NO: 201900580 ISSUED: 04/02/2019 JOB ADDRESS: 9461 W 37th P1 EXPIRES: 04/01/2020 JOB DESCRIPTION: Residential 15 windows throughout home with a U -factor of .26. *** CONTACTS *** OWNER (303)458-9409 EULBERG MARNEY SUB (303)934-4508 Jason Lewis 090396 Lifetime Windows & Siding *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: SFR / Single Family Res. SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 294.00 ** TOTAL ** 344.00 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable bung 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�penn t I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying)tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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 required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The pnce or grant' of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap is le code ora rdinance 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. Dina Kemp "�/ �0d5-V From: no-reply@ci.wheatridge.co.us Sent: Tuesday, April 2, 2019 10:02 AM To: CommDev Permits Subject: Online Form Submittal: Residential Window/Door Replacement Permit Application Residential Window/Door Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WINDOWS and DOORS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM AND WINDOW/DOOR CUTSHEET (SPEC SHEET) IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes replacement window(s) and/or door(s) like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 9461 W 37th PI Marny Eulberg 303-829-1538 marnyeul@me.com CC Auth form for 9461 W 37th Pl.pdf CONTRACTOR INFORMATION Contractor Business Lifetime Windows and Siding Name I Contractor's License 90396 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-934-4508 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address rebecca@lifetimewindowscolorado.com Retype Contractor Email rebecca@lifetimewindowscolorado.com Address DESCRIPTION OF WORK Number of window 15 and/or doors being replaced Location of Master bedroom, bedroom #1, kitchen, dining room, entry window(s)/door(s) being replaced (for example, master bedroom, kitchen, bathroom, etc): What is the u -value of the .26 window(s)/door(s)? City of Wheat Ridge requires the a -value to be .32 or better on windows.. Attach copy of Order for - 9461 W 37th Place.pdf window/door cut sheets showing sizes and u -value Project Value (contract 14000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit 2 issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. 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. Person Applying for Rebecca MacMillan Permit Email not displaying correctly? View it in your browser. OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. LINE ITEM QUOTES W13839EULB W13839EULB Quote Number: M7UUSSX Architectural Project Number: The following is a schedule of the windows and doors for this project. For additional unit details, please see Line Item Quotes. Additional charges, tax or Terms and Conditions may apply. Detail pricing Is per unit. Rt.IAC[MCNT .1099.8 The Exterior Entered As: FS FS 29 3/4" X 59 3/4' Even Information W!dth:1925/64- Height: 5415/16" Net Clear Opening: 7.40 SgFt Performance hifermadon U -factor: 0.26 Solar Heat Gain Coefficient: 0.2 Vis' We Light Transmittance: 0.45 Condensation Resistance: 43 CPO Number. MAR -N-309.00863-00001 ENERGY STAR: N, NC, SC, S �a.auumm "tFk^CCM1MI.I1N:1.- Entered As: FS FS 35 3/4" X 59 3/4" Exterior Net Price: EXI. Net Price: USD Cashmere Exterior EverWood Pine Interior Infinity insert Casement - Right Hand Frame Size 29 3/4" X 59 3/4" inside opening 301/8' X 60" IG -1 Lite Tempered Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Hand 'e Easy Wash Hinges interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" lambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. •'•Note: Unit Availability and Price Is Subject to Change EverWood Pine Interior Inflnity Insert Casement Picture Frame Size 35 3/4" X 59 3/4' Inside Opening 361/8" X 60" IG-1Ute Tempered Low E3/ERS Capillary Tube Beige Weather Strip 31/4" lambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. '"Note: Unit Availability and Price is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 3 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. Egress Information No Egress Information available. Performance Information U Factor:0.25 Solar Heat Gain Coefficient: 0.22 Visible Light Transmittance: 0.51 Condensation Resistance: 43 CPD Number. MAR -N -311-0D919-00001 ENERGY STAR: N, NC, SC, S �4-Xuuww 09n4e9"9■1 fl"ee■a in The Exterior Entered As: FS FS 29 3/4" X 59 3/4" Egress Information Width: 19 25/64" Height: 5415/16" Net Gear Opening: 7.40 SgFt ft. for. nae Information U -Factor: 0.26 Solar Heat Gain Coefficient-, 0.2 Visible Light Transmittance: 0.45 Condensation Resistance: 43 CPD Number: MAR#309.00863-00001 ENERGY STAR: N, NC, SC, 5 W13839EULS W13839EULB Quote Number. M7UU85X Architectural Project Number: EverWood Pine Interior Infinity Insert Casement - Left Hand Frame Size 29 3/4" X 59 3/4" Inside Opening 301/8" X 60" IG -1 Lite Tempered Low E3/ERS CapillaryTube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4' Jambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. ***Note: Unit Ava lability and Price Is Subject to Change INFINITY Cashmere Exterior wommomb-MARM EverWood Pine Interior —PNCC"["f M"oo"s Infinity Insert casement - Left Hand anih Ar G)f Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG -1 Lite Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" Jambs ***Note: Capillary tubes vwll be added to ALL Low E glass types without Argon. •••Note: Unit Availability and Price Is Subject to Change OMS Ver. 0002.25.05 jCurrent) Processed on: 4/2/2019 7:21:43 AM Page 4 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. Exterior Entered As: FS FS 35 3/4" X 59 3/4" Egress intom ation Width: 25 25/64- Height: 5415/16" Net dear Opening. 9.69 SgFt Performance Information U Factor: 0.26 Solar Heat Gain Coefficient- 0.2 Visible light Transmittance: 0.45 Condensation Resistance: 43 CPD Number: MAR -N -305 -OM3 -00001 ENERGY STAR: N, NC, SC, S rrrrrr�..taAaYtll Rt�lwCcr[rl r ruvrs Exterior Entered As: FS FS 35 3/4" X 59 3/4" Egress Information No Egress lWormation available. Performance Information U -Factor: 0.25 Solar Heat Gain Coefficient: 0.22 Visible tight Transmittance: 0.51 Condensation Resistance: 43 CPD Number: MAR -N-311.0091400001 ENERGY STAR: N, NC, SC, S Line #6 Mark Unit: DINING 1 1 - OMS Ver. 0002.25,05 (Current) W13839EULB W13839EULB Quote Number: M7UUSSX Architectural Project Number: EverWood Pine Interior Infinity Insert Casement Picture Frame Size 35 3/4" X 59 3/4" Inside Opening 361/0" X 60" IG -1 Lite Low E3/ERS Capillary Tube Beige Weather Strip 31/4" iambs 'Note: Capillary tubes will be added to ALL Low E glass types without Argon. 'Note: Unit Availability and Price Is Subject to Change Processed on: 4/2/2019 7:21:43 AM Net Net Page 5 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. INFINITY Exterior Entered As: FS FS 35 3/4" X 59 3/4" Egress Information Width: 25 25/64" Height: 5415/16" Net dear Opening: 9.69 SgFt Performance Information U -Factor: 0.26 Solar Heat Gain Coefficient: 0.2 Visible Light Transmittance: 0.45 Condensation Resistance: 43 CPO Number: MAR -N-309-00863.00001 ENERGY STAR. N, NC, SC, 5 "v.Ae["["...o..[ Entered As: F5 FS 431/4" X 471/4" Egress Information No Egress Information available. Performance Information U -Factor 0.27 Solar Heat Gain Coefficient: 0.2 Vis -b -e Light Transmittance: 0.45 Condensation Resistance: 42 CPD Number: MAR -N-310-01079-00001 ENERGY STAR: N, NC, SC, S W13839EULB W1MMIL1118 Quote Number: M7UUSSX Architectural Project Number: Cashmere Exterior EverWood Pine Interior Infinity insert Casement - Right Hand Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG - 1 Lite Low E3/ERS CapillaryTube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" Jambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. ***Note: Unit Availab`Iity and Price Is Subject to Change EverWood Pine Interior Infinity insert Awning - Roto Operating Frame Size 431/4" X 471/4" Inside Opening 43 5/8' X 471/2" IG -1 Lite Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" Jambs ***Note: Capillary tubes will be added to ALL tow E glass types without Argon. ***Note: Unit Availability and Price is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 6 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. w.uanwu At-ctAt"1 -00-5 Bnila for fife As Viewed From The Exterior Entered As: FS FS 591/4" X S91/4" Egress hafoi nation Wldit2559/64' Height:565/64" Net Clear Opening: 10.09 SgFt Performance information U -Factor: 0.27 Solar Heat Gain Coefficient: 0.21 Visible Light Transmittance: 0.49 Condensation Resistance: 43 CPD Number: MAR -N -26S-01263-00001 ENERGY STAR: N, NC, SC, S weaeaea...alaRYlq At.w�c"try*"sera Exterior Entered As: FS FS 35 3/4" X 59 3/4" Egress Information Width: 25 25/64" Height: 5415/16" Net Clear Opening: 9.69 SgFt Performance information U -Factor: 0.26 Solar Heat Gain Coefficient: 0.2 W13839EULS W13839EULS Quote Number: M7UUSSX Architectural Project Number: Cashmere Exterior EverWood Pine Interior Infinity Insert Glider - XO Frame Size 591/4" X S91/4" Inside Opening 59 518" X 591/2" Frame Site Entry Method is Exterior Frame Sim interior Frame Height Is 1/2" less than Exterior Frame Neight. Left Sash fG-1Ute Low E3/ERS CapillaryTube Right Sash IG -1 Lite Low E3/ERS Capillary Tube Satin Taupe Sash Lock & Sash Pull Half Screen Cashmere Surround Charcoal Fiberglass Mesh 31/4" Jambs 'Note: Capillary tubes will be added to ALL Low E glass types without Argon. ***Note: Unit Availability and Price is Subject to Change EverWood Pine Interior Infinity insert Casement - Right Hand Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG - i Lite Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" Jambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. ***Note: Unit Availability and Price is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 7 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. Visible Light Transmittance: OAS Condensation Resistance: 43 CPD Number: MAR -N-309400863-00001 ENERGY STAR: N, NC, SC, S .�r�.�.ssaevns "C►LACCMC«i "IMO"MS The Exterior Entered As: FS FS 29 3/4" X 59 3/4" Egress Info matlon Width: 19 2S/64' Height: 5415/16" Net Clear Opening: 7.40 SgFt Performance Information U -factor: 0.26 Solar Heat Gain Coefficient: 0.2 Visible Light Transmittance: 0.45 Condensation Resistance: 43 CPD Number: MAR -N-309-00863 00001 ENERGY STAR: N, NC, SC, S Entemd As: FS FS 35 3/4" X 59 3/4" ft" Inkmotion Exterior W13939EULB W13839EM Quote Number: M7UU85X Architectural Project Number: EverWood Pine Interior Infinity Insert Casement - Left Hand Frame Size 29 3/4" X 59 3/4" Inside Opening 301/8" X 60" IG -1 Lite Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4' Jambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. "'Note: Unit Availability and Price is Subject to Change Cashmere Exterior EverWood Pine Interior Infinity Insert Casement - Left Hand Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG - i Lite Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4" lambs '"Note: Capillary tubes will be added to ALL Low E glass types without Argon. ***Note: Unit Availability and Price Is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 8 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. Width:2525/64" Height:5415/16" Net Clear Opening: 9.69 SgFt Pa. fonttance Information U -Factor: 0.26 Solar Heat Gain Coefficient: 0.2 Visible Light Transmittance: 0.45 Condensation Resistance: 43 CPD Number: MAR -N-309.00863-00001 ENERGY STAR: N, NC, SC, S �6...aMaaysrs "[MACK -L.' "I"DOII" 6rtenor Entered As: FS FS 3S 3/4" X 59 3/4" Egress Information Width: 252s/64" Height: 5425/16" Net Gear Opening: 9.69 SgFt Performance information U -Factor: 0.26 Solar Heat Gain Coefficient: 0.2 Visible Ught Transmittance: 0.45 Condensation Resistance: 43 CPO Number: MAR -N-309-00863.00001 ENERGY STAR: N, NC, Sr., 5 W13939EULS W13839EULS Quote Number: M7UUBSX Architectural Project Number: EverWood Pine Interior Infinity Insert Casement - Right Hand Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG 1 Ute Low E3/ERS Capillary Tube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4' Jambs ***Note: Capillary tubes will be added to ALL Low E gins types without Argon. ***Note; Unit Availability and Price is Subject to Change _,a,, auatrur EverWood Pine Interior 11[�IAL["t NT TttM00}" Infinity Insert Casement Picture B+rilr for Aft Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG-1Lite Low E3/ERS Capillary Tube Beige Weather Strip 31/4' lambs ***Note: Capillary tubes will be added to ALL Low E glass types without Argon. 'Note: Unit Availability and Price Is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 9 of 12 OMS Ver. 0002.25.05 (Current) Product availability and pricing subject to change. Exterior Entered As: FS FS 35 3/4" X 59 3/4" Egress Information No Egress Information available. Performance Information U -Factor: 0.25 Solar Heat Gain Coefficient: 0.22 Visible Light Transmittance: 0.51 Condensation Resistance: 43 CPD Number: MAR -N-311-00919-00001 ENERGY STAR: N, NC, SC, S EMedor Entered As: FS FS 3S 3/4" X 59 3/4' Egress Information Wdth:252S/64" Helght:5415/16" Net Clear Opening. 9.69 SgFt Performance Information U -Factor: 0.26 Solar Heat Gain Coefficient: 0.2 Visible Light Transmittance: 0.45 Condensation Resistance: 43 CPD Number. MAR -N-309.00863-00001 ENERGY STAR: N, NC, SC, S W13839EULD W13839EUU3 Quote Number: M7UU85X Architectural Project Number: EverWood Pine Interior Infinity Insert Casement - Left Hand Frame Size 35 3/4" X 59 3/4" Inside Opening 361/8" X 60" IG -1 Lite Low E3/ERS CapillaryTube Beige Weather Strip Satin Taupe Folding Handle Easy Wash Hinges Interior Full Screen Satin Taupe Surround Charcoal Fiberglass Mesh 31/4' Jambs ""Note: Capillary tubes will be added to All Low E glass types without Argon. ***Note: Unit Availability and Price is Subject to Change OMS Ver. 0002.25.05 (Current) Processed on: 4/2/2019 7:21:43 AM Page 10 of 12 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 SPECTI9/REQUESTLINE: (303) 234-5 9 3 G., OccuUancy/TvDc Inspections will not be performed nle s thisrd is p sted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underaround or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Fina Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof LL Final VNindow/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather A City of Wheat Ridge �J Residential Roofing PERMIT - 201702564 PERMIT NO: 201702564 ISSUED: 06/26/2017 JOB ADDRESS: 9461 W 37th PL EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential reroof: Install 42 squares GAF Timberline HD armorshield II impact resistance. House roof only. *** CONTACTS *** OWNER (303)420-0986 EULBERG MARNY K SUB (303)420-0986 Eric Weddle 060114 Weddle Professional Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,794.00 FEES Total Valuation 0.00 Use Tax 226.67s Permit Fee220.15 ** TOTAL ** 446.82' : H�'~ *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€rms installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702564 PERMIT NO: 201702564 ISSUED: 06/26/2017 JOB ADDRESS: 9461 W 37th PL EXPIRES: 06/26/2018 JOB DESCRIPTION: Residential reroof: Install 42 squares GAF Timberline HD armorshield II impact resistance. House roof only. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. 7— AL Signature of OWNER oryCONTRA yTOR Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying dans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans 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 originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. MI -110- I � Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick Z�l'1 o Zs� From: no-reply@c i.wheatridge.co.us Sent: Wednesday, June 14, 2017 2:34 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application CategoZ �y Antoinette 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. 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. Permits are currently being processed within 3-5 business days, subject to change based on volume. 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 C residential roof? How many dwelling units Single Family Home are on the property? U'140 PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number 9461 W 37th Place Marny Eulberg 303-829-1538 C�� Property Owner Email marnyeul@me.com Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Weddle Professional roofing 060114 303-420-0986 Contractor Email Address yolanda.m@professionalroof.com (permit pick-up instructions will be sent to this email) Retype Contractor Email yolanda.m@professonalroof.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF Timberline HD Armorshield II impact Resistance Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 42 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? Field not completed. 2 TOTAL SQUARES of all roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) 42 house roof only Project Value (contract 7 7 value or cost of ALL materials and labor) (� SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Yolanda Martinez Email not displaying correctly? View it in your browser. 9 Dear Mamy' For over 15 years we've you for choosing Professional Roofing & Exteriors for your roofing project. taken pride in providing an outstanding customer experience before, during, and after your roof replacement. As part of our commitment to communication, we would like to share a few notices and exclusions that are reflected in our proposal. if there are any areas where you have particular concerns, please talk to us and we can revise your proposal to include any additional services or contingencies you would like to address. Notices and Exclusions: We will need access to your driveway throughout the job. A container will be dropped off shortly before the job and picked up upon completion. The container may leave small marks on the driveway that disappear over time. The contract price reflects the use of a dumpster in the driveway, We can make alternate disposal arrangement for a fee in special cases (for example, a newly -poured driveway, or unusually thin slabs). Our experience has been that we have used containers without incident on several hundred projects. During the project or on completion we may place a small sign in your yard. Yard signs are one of the ways we can best advertise our company and the quality work we do. The sign will be picked up within 14 days of completion. We will make every effort to protect siding, windows, doors, porches, decks, patios, and surrounding grounds and bushes with plywood or tarps. Due to the high volume of debris being removed, minor damage may occur. We will remove antennas, cables, satellite dishes, and any roof -mounted hardware to allow a proper roof installation. If desired, we will re -mount these in the same location and seal fasteners. We will handle these items carefully, but cannot guarantee against damage. in particular, alignment and tuning of satellite dishes and antennas are the responsibility of the homeowner and may require a professional installer. • Removing and installing a new roof involves moving several thousand pounds of materials and in some cases can cause some drywall nails to "pop" out in the ceiling. While this is uncommon in our experience, it is more likely in cases of a vaulted ceiling that is attached directly to roof rafters or in cases of sub -standard drywall installation. We cannot be responsible for cracks or nail pops. However, please inform us of any areas with vaulted ceilings and we will try to minimize impacts in that area. • When removing shingles around siding, we cannot be responsible for damage during tear off to the siding that is related to previouslexisting rotting or softening. We will inform you If there is deteriorated siding that compromises the roof installation and can often recommend someone who can provide repairs As the authorized party to this roofing contract, I acknowledge receipt of these conditions of contract and agree to the bid price in the accompanying proposal that reflects these terms unless specifically state s an amen �ent to the contract Signature: Date 69 niE B1313 Professional Roofing & Exteriors PROFESSIONAL 5790 Lamar Street Co 80002 ROOFING ,AND EXTE��iO�.S eda, Tel. -0986 Cell. (724) 326-9117 Dear Mamy' For over 15 years we've you for choosing Professional Roofing & Exteriors for your roofing project. taken pride in providing an outstanding customer experience before, during, and after your roof replacement. As part of our commitment to communication, we would like to share a few notices and exclusions that are reflected in our proposal. if there are any areas where you have particular concerns, please talk to us and we can revise your proposal to include any additional services or contingencies you would like to address. Notices and Exclusions: We will need access to your driveway throughout the job. A container will be dropped off shortly before the job and picked up upon completion. The container may leave small marks on the driveway that disappear over time. The contract price reflects the use of a dumpster in the driveway, We can make alternate disposal arrangement for a fee in special cases (for example, a newly -poured driveway, or unusually thin slabs). Our experience has been that we have used containers without incident on several hundred projects. During the project or on completion we may place a small sign in your yard. Yard signs are one of the ways we can best advertise our company and the quality work we do. The sign will be picked up within 14 days of completion. We will make every effort to protect siding, windows, doors, porches, decks, patios, and surrounding grounds and bushes with plywood or tarps. Due to the high volume of debris being removed, minor damage may occur. We will remove antennas, cables, satellite dishes, and any roof -mounted hardware to allow a proper roof installation. If desired, we will re -mount these in the same location and seal fasteners. We will handle these items carefully, but cannot guarantee against damage. in particular, alignment and tuning of satellite dishes and antennas are the responsibility of the homeowner and may require a professional installer. • Removing and installing a new roof involves moving several thousand pounds of materials and in some cases can cause some drywall nails to "pop" out in the ceiling. While this is uncommon in our experience, it is more likely in cases of a vaulted ceiling that is attached directly to roof rafters or in cases of sub -standard drywall installation. We cannot be responsible for cracks or nail pops. However, please inform us of any areas with vaulted ceilings and we will try to minimize impacts in that area. • When removing shingles around siding, we cannot be responsible for damage during tear off to the siding that is related to previouslexisting rotting or softening. We will inform you If there is deteriorated siding that compromises the roof installation and can often recommend someone who can provide repairs As the authorized party to this roofing contract, I acknowledge receipt of these conditions of contract and agree to the bid price in the accompanying proposal that reflects these terms unless specifically state s an amen �ent to the contract Signature: Date 69 niE B1313 JA - PROFESSIONAL ROOFING AND EXTERIORS Professional Roofing & Exteriors 5790 Lamar Street Arvada, Co 80002 Tel. (303) 420-0986 Cell. (720) 326-9117 June 2, 2017 prepared for: Marny Eulberg Estimate and specifications for a roof located at: 9461 W 37th Place Scope of Work: 0 Provide all permit and inspections per city requirements. ®Tear off and dispose of one layer of asphalt shingles. C0 Install Synthetic Underlayment \ H Install ice and water shield at all eaves. 0Install new painted drip edge flashings. Ef Install new pipe flashings. 0 Install new valley flashing. 0 Install new box vents. RI Install GAF Timberline HD 30 AR Laminated shingles - 0 Sweep for nails in yard with magnet. 0 Remove and store solar panels in a safe area. 21 Re -install solar panels when roof is completed. Price (including all labor, materials, and takes): House Roof: $ 17,527.00 Remove & Reinstall Solar $ 2,162.00 Total $ 19,687.00 �'_o options (Please initial next to the options you would like included in your bid): [3 Upgrade to GAF ArmorShield II Impact Resistant shingles - Add: $1,o19.00 (May qualify for discount on yearly insurance premiums) 0 Install new 5" seamless aluminum gutters and downspouts - Add: $1,791.00 ❑ Install new Leaf Guard gutter helmet - Add: $1,253.00 Terms: Deductible, first insurance check, and any options selected due upon completion of job. Remaining balance and all related suppiementals due upon arrival of second insurance check or within 60 days of completion of job, payable by check. Acceptance of Proposal: / Authorized Signature: 2 Date: please return a signed copy of this y mail or fax Notes: Deddng that Is damaged must be replaced at the rt of $55/sheet, Additional layers of shingles, if found, vAll be removed t a rate of $50/square (1 square = 100 sq.ft.) uri�oc■ �� ' Material prices subject to change after 10 days, due to supplier increases. w i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W, Job Address: 9 y (,I w » '10Pi Permit Number: a u S G 4 ❑ No one available for inspection: Timor / '� AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234- Date: - 03=234 -Date: - " �/ Inspector: DO NOT REMOVE HIS 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: qy&1 Cv Permit Number: 7 Lf -7,j ❑ No one available for inspection: Time t"I" /PM Re -Inspection required: Yesj'N When corrections have been made, call for re -inspection at 303-234-5933 Date:` � 1 7 Inspector: K 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 IN PE NOTICE Inspection Type: Job Address: (7 tl( { f t) , 7 "k Permit Number: 16n 1 4 A N one avail f or ins pection: � El o b e o Time < M/ M Re- Inspection required: Yes I 9No 'When corrections have been made, ca @ for re -i�s ectionat 234 -5933 1 Date:. a- f - �� Inspector: p 1 DO NOT REMOVE THIS NOTICE City of Wheat Ridge r00 00 r- Residential Roofing PERMIT - 101950 PERMIT NO: 101950 ISSUED: 08/11/2010 JOB ADDRESS: 9461 W 37TH PL EXPIRES: 08/11/2011 DESCRIPTION: Reroof 13.5 sqs with 30 yr dim. shingles * ** CONTACTS * ** owner 303/940 -9800 sub 303/420 -0986 Marny Eulberg Dan Cupit 06 -0114 Professional Roofing, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0617 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 4,376.73 FEES Permit Fee 125.05 Total Valuation .00 Use Tax 78.78 Mk TOTAL ** 203.83 „, Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2” requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Midroof inspection is not required on permits purchased after 4/18/10. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica idge Ordinances, for work under this permit. Plans subject to field inspection. Signat re of contractor /owner d 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 made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for 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 of the job. 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, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is suW ect to field inspections. date INSPECTION,�REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS ST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. woe WHEgrp City of Wheat Ridge Building Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 , Fax: 303 - 237 -8929 cO<oxro° Inspection Line: 303 - 234 -5933 Building Permit Application Property Address: / /W 97 JJ� Property Owner (please print): Mailing Address: (if different tl Address: City, State, Zip: Contractor: / , Contractor License #: Sub Contractors: Electrical City License #: Company: Exp. Date: M Phone: Plumbing City License #: Company Exp. Date: Mechanical City License #: Company: Exp. Date: Use of space (description): I CJC Construction Value: $ Descriptio work: AA "" "" /' / (as calculated per the Building . Valuation Data sheet) � P t i f l �W �fw ` Plan Review (due at time of submittal): $ 3� Sq. Ft./L.Ft added: Squares .�.� BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection.. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPR ESENTATIVE of jOWNER) (CONTRATO ,\ PRINT NAME: Y JZ �Sl? SIGNATURE: .- Date: Date: Plan #: Permit WHEqT~io . ~ m City of Wheat Ridge COCORPo 0 Residential Electric PERMIT - 061093 PERMIT NO: 061093 ISSUED: 11/14/2006 JOB ADDRESS: 9461 37TH PL EXPIRES: DESCRIPTION: photvoltaic solar electric installation CONTACTS gc 303/222-3514 Mike Morton Colorado Electric Works owner 303/940-.9800 Marny Eulberg PARCEL INFO ZONE CODE: UA USE: sfr SUBDIVISION: UA BLOCK/LOT#: 0/ **FEE SUMMARY ESTIMATED PROJECT VALUATION: 10,782.00 FEES Permit Fee 253.90 Plan Review Fee 165.04 . A.._. Total Valuation - •00 ~Y Use Tax 194.08 TOTAL 613.02 Comments: Must meet 2002 NECSubject to field inspection , I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and at I assume full res„~onsibility for compliance with Che Wheat Ridge Building Code (I.B.C) and all other .,,.,~;~an~c. wheac/idve~dinances,~foy° work under this permit. Plans subject to £ield inspection. ' 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 Huilding Codes of wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall espire if (A) thework authorized is not mmmenced within sixty (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 pezmit may be acquired for a fee of one-half the amount normally required, psovided 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 £ees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. . 5. Contractor shall notify the Building Inspector twenty-four (24) honrs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a per 't or the appro drawings and specifications shall not be construed to be a pesmit for, nor an approval of, a ~ation t ons of the building codes,or any other ordinance, law, rule or regulation. All plan review s s i ld l s. . of Chief Huilding 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. COMfJUNI7Y DEVELOPMENT DEPARTMENT Building Permit Number: (CA, oE WH~r,P BUILDING INSPECTION LINE - 303-234-5933 Date: O~~ ~ a CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) c~C oRPO~ ffFPLl C.LY l I QN PropertyOwner: InuYy1y~ ELJ1(~eP-Z1- Address: Phone: 3D]' - G~O_'~/' ~D0 Property Contractor License No.: Company: L'O~Bra<ia E~P~i.i~ (~S • % Phone:~03-~{t~l~-~L/S(QZ- G~ M~ cCtit~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT guildinaDeptValuationFigure: $/p,4 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or resVictions of record; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicatlon and that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under this perrr)4. PFens subjeq to field inspection. (O W NER)(CONTRACTOR): Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Descriptionofwork:Th6tD / Vd7atc: Sq.Ft.added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: COMMENTS: Approval: Zoning: ^uCOMMENTS: C V GaL Approval: 6 W ORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: $,lQvQ Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with ihe 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 W heat Ridge, Colorado or any other applicable ordinances of the Ciry. (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) 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 orwill be made in the original plans and specifications and any suspension orabandonment 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 that will change the natural flow of water causing a drainage problem. (5) Coniractor shall notlfy the Building Inspector twenty-four (24) hours in advance for all inspecdons and shall receive written approval on inspection card before proceeding with successive phases of the job. (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, 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. Chief Building EQUII'MENT LIST FOR SOLAR ELECTRIC GRID INTERCONNECT SYSTEM Site I,ocation: Eulberg Residence 9461 W. 37dPL Wheat Ridge, CO 80033 303-940-9800///303-821-3846 Solaz Electric Modules: Sharp NT-175U1 180 Watt Modules (see attached spec sheet) UL 1703, cUL 62.01" X 32.52" X 1.8" 37.5 Ibs. 16 module flush mounted (see drawing) Grid Intertie Inverters: Xantrex GT2.5-NA-DS-240 (see attached spec sheet) UL 1741 28.5" x 15.9" X 5.7" 491bs. Mounting System: UniRac SolazMount System (see attached spec sheet) Walter Gerstle Colorado PE 24703 Flush Mount- 1 row of 9& 1 row of 7 DC Disconnect: Inverter Integrated (see attached spec sheet) AC Disconnect: Square D HLJ361RB 30 Amp or equivalent - & Inverter Integrated (see attached spec sheet) L 0 N U iri=aj2 U ar ~ m MN N ' ~ ~ ~ N N a TFQ. y N pM aa ~ZU~Wi.°'mm 6e-~wS~E m L W~~ t U m ~ o W~ CN QO t~- (~~p^a m¢ N ❑ ~ ❑ ~ F] ~ ❑ ~ M M 0! O L/ O da~ as ~MU av~ ~ 0) {~p W ~ ~ C O f0 > N N w 7 O (1) R>o ~pma ryYO M 'O U C~ N S°-dN ~;,~N E M 0 ~ ~ m y ~ O 10 U (A N O N~ y y m 6 '°Z~N=io,EE t Vy.YT m m aEL E NTyr~~.~ ou~ t"'ao u~~ona ~ ~ N L m ~ w N v E 9 3 d a ~ v A d a. a $ o ~ o Q ~ T ~C p x p .n p 9 ~ 9 L Q o 6 ~ rnxy a?? c E ~ N ~ m U x m o .o wE I ~°,~a 01 5 c m ~ ~p d N qE rn~m° ~ m : o U 'k ui2a~_E (`ry~ Z9 ~=;o `m u'U Y = C~~ H~ 1 C C U' af 3 ~ o an~ dQ m m 9 ~ d a ~ U ~ ~ ~ ~ 0 N O y =a 9 A V o E 0 d d ' c Z ~ = o 1 3~ Z ° `w ~ w rn > m c ~ c 0 ; N W W ~ m o ~ ca°m vs O m m K d o, 3 a ~ avm W L ~ ~ C N ~ N C J W i o Oma~Da N c ~y0~ D N cU O O N ~ ~ a N f; C m-E m o 0 ~ M O m SHARP MULTI-PURPOSE MODULE 175 WATT HIGH POWER. HIGH EFFICIENCY. SINGLE CRYSTAL SILICON PHOTOVOLTAIC MODULE WITH 175W MAXIMUM POWER Thfs single crystal VS watt module features 162%encapsulated cell efficiency and 13.45% module efficiency. Using 6reakthrough technology perfected 6y Sharp's nearly 45 years of research and development,these modules use a textured cell surface to reduce reflection of sunlight, and BSF (Black Surface Fieid) structure to improve conversion efficiency. An anti-reflective coating provides a uniform blue color and increases the absorption of light in all weather conditions. Common applications indude offiw buildings,cabins, solar power stations, solar villages, radio relay stations, beacons,and traffic lights. ideal for grid-connected systems and designed to withstand rigorous operating conditions, Sharp's NT-175U1 modules offer the maximum usable power per Square foot of solar array. ~ Salder-coatedaridrem![sinhio6fi(!fa<for ShprpmuiSi-purposemaGuleso!`=r perfarmanceuoder/mv/ighicanditiortz industry-feadingpedormancefor . ' avarietyofupplim[ionz MULTI-PURPOSE MODULE 175~CrRsc~t cnARaC?¢R,1Sri- s5 ye ~ Ceil sinylecrystalsifcnn No. of Ceils and Conneetions ~72 in series Open Circuit Voltage (Voc) I av.av Maximum Power Voitage Npm) I 35 nv SliortCircuitCUrrent(Isc) sssa Maximum Power Current (Ipm) aesA ~ Maximum Power (Pm) i : 175w MinimumPower(Pm)' - 1is7 sW Enrapsulated Solar Cell Efficiency (nc) , ~ 16.20i ~ Motlule Efficienry (rm> j 13 <sw= PTC Rating (W) - ~ 153,80 Maximum System Voitage ~ 60ovoc $eries Fuse Rating lon Type of OutputTerminal j Leaa wire mim MC con_m. I _ 'i~? tN ~~t?r~' ~if tu~~~'~S` Ce0 icmperaWre: 25'C ]BO y 1000 IW/m!I sso s aoocwi~i iza a 600 M'/n11 3 60 3 60 2 30 1 0 0 a io zo 30 ao so Volta9etV1 Cwfentn.VOlhgP Pawe1 vt.Vo11age Current, Pwrer vs. Voltage Characterizba r i~ I ~ i ~ A W I ~ G~ ~ m~ N I o ' I E F D E F G H 3'1185.5mm 19.42-19¢5Smm 30.43'O65.5mm 51S' H-IY1300mm+I50mm 30 4J'I>%3nm Specificationz are su6je[t to change withaut mtlce. '(AQ Standard Test Conditims.25°C, t kW/m', NM 15 (PTQ Pacific Test Contlitions 20°C,1 kW/m`, FM 1.5, 1 m/s wind speed In the absenm of mnfrmation 6y pmdu<t manuals, Sharp Cakes na responsi6flity Por any defeRS that may ocar in equipment using any Sharp devices. (ontaR Sharp m obcain Ihe latest pwduR manuals 6efore using any Sharp device. ~ y _ ._.._...Sharp.Electronics.Corporation_- 59Il1..BolsaAvenue,HuntiogTOnBeach,CA92647. Teht -800-SOLAR-06 • E-mail: sharpsolar@sharpusa.com • wwwsharpusa.comholar (overphoto:Solarinstallalion6yPacifcPOwerManagemen[,AUbum(A SSD-175-904 02004SharpEleclronies(arporation PrintedinlheUSR SotARM+DUNT U.S. Des. Parent No. D496,2485, D496,2495. Other paeents pending. Code-Compliant Planning and Assembly with California Building Code Certification Installation Manual 214 Contents Letter of certifica[ion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Part I. Scope, cer[ificatioq and ins[aller responsibility 3 PartII. Proceduresforcode-compliantinstallations using the SolarMountO Module Moun[ing Sysrem.... 4 Part III. Installing SolazMounY" with top mounting clamps 9 Part N. Installing SolarMount4 with bottom mounting clips. . . 15 Warranty .20 Installation Manua1214 - SolarMount Code-Compliant Planning and Assembly VNMIIM° 2. Determine the exposure category of your installation site The Caiifornia Building Code= defines wind exposure carego- ries as followr. . exrosuaL s has terrain with buildings, forests or sur- face irregularities, covering at least 20 percent of the ground level area extending 1 mile (1.61 km) or more from the sire. FacrosvxE c has terrain that is Flac and generally open, extending 1h mile (0.81 km) or more From the sire in any quadrant or havingsmtcered obstructions extending one-half mi(e or more fram the sire in any fu11 quadranc. This category indudu fla[ or gently rolling open muntry and grasslands. Sites narmally wnsidered as Exposure B, 6ut which are subject to topographic amplificafion orchanneiizafion, such as ridgerops or draws, sha11 be considered as Faposure C.T saaosvna n represents the most severe exposure in ar- eas with basic wind speeds of 80 miles per hour (mph) (129 km/h) or greater and has terrain that is tlat and unobstructed facing lazge bodies of water over 1 mile (1.61 km) or more in width relative ro any quadrant of the building site. F.xposure D extends inland from the shoreline Va mile (0.40 km) or 10 umes the building heighi, whichever is greater. 3. Determine Design Wind Pressure required for your installation Design Wind Pressure is the amount of wind pressure that a structure is designed to withstand, expressed here in pounds per squaze foot (psf). To de[ermine the Design Wind Pressure required for your installation, apply the following facrors using Table 1: • ynur Basic Wind Speed (determined in step 1), • your exposure category (determined in step 2), and • the height of your roof above the ground. If your values fall sign3ficantly outside the range of the table, or ffyour Design Wind Pressure requirement exceeds 50 psf, consult UniRac, a professional engineer, or your local building authoriry. "2001 Ca( forniaBuilding Codg vaL 2, chap. 16, Strucmml Engineer- ingDuign Provisians, Div.111, Wind Duign, p. 38.10. fEmphasu in the original, indimflng material inserted 6y California inro defininons adopted from [he UBC. Table I. Design Wind Pressure (pso byWind Speed and Exposure Category Design force applies ro surface pressure and/or uplih (withdawal). Basic Wind SPeed (mph) 70 80 90 100 110 120 130 Category B I S' roof height 10 13 17 21 25 30 35 20' roof height 11 14 18 22 27 32 38 25' roof height 12 15 19 24 29 35 41 30' roof height 12 16 21 . 25 31 36 43 Category C 15'roofheight 17 23 29 35 43 51 60 20' roof height 19 24 31 38 46 54 64 25' raof height 19 25 32 40 48 57 67 30' roof height 20 26 33 41 50 59 69 Category D IS'roofheight - 23 30 38 46 56 67 78 20' roof height 24 31 - 39 48 58 79 62 25' roof height 25 32 41 50 60 72 84 30' roof height 25 33 42 SI 62 74 97 SourceThese Design Wind Pressure (P) values are 6osed on the (ormula P= C * Ca * q~ * Iw (2001 CaliforniaBuildingCade, vol.2, chap. 16, Struc[umI EngineeringDesign Provisions, Div. llf, Wind Design, p. 38.10). Assump tions:~ = I and Ca = 13 4a. Determine Minimum Design Dead and Live Loads for standard rafter spacing. . . Poot spacing refers to the space between L-feet (or standoffs, if applicable) along the sazne SolarMount rail (see Fig. 2, p. S). If you aze spacing feet to match a standazd rafrer spacing, con- sul[ Table 2 ro determine your Minimum Design Live and Dead Loads per fooring. (If you prefer to maximize foot spacing to minimize roof penetrauons, skip to Step 4b on p. 8.) Locate the make and model of che PV module that you plan to install and che rafrer spacing at your installation site. Read the Minimum Design Dead Load and read or extrapolate the Mini- mum Design live Load for the MaYimum Foot Spacing and the Design Wind Pressure yoa derermined in step 3. To meet code, you must verify that the roof rafter assembLy at your installation site has the capacity to resist the sum of the Design Dead andLive Loads. - If they do not, ay smaller foorer spacing. (In this case, you may elect to use the procedures oudined in Srep 4bJ If the result is still no[ acceptable, relocate [he array to a stronger area of the roof or strengthen the inadequa[e &aming elements. For assistance, consult a local professional engineer. Go to s[ep 5 on page 8. 5 VMMRAC' Installarion Manua1214 - SolarMount Code-Compliant Planning and Assembly Table 2. SolarMountT"' Loads (Ibs) per Footing at Standard Rafter Spacings To meet code, your Design Loads must be at or above those indicared.You, rhe installeq are solely responsible for veri(ying that che roof can withstand these desigq loads. For specifiacions hased on Design Wind Pressure values greater than 50 pounts per square fooc, contact UniRac. Minimum Design Live Load as a Minimum Design Live Load as a Minimum Functiano(DesignWindPressure Minimum FunttionofDesignWindPressure Design Design Dead Load 20 psf 30 ps( 40 psf 50 ps( Dead Load 20ps( 30 psf 40 psf 50 psf AstroPowerAP65,AP75 RWE SchottASE 300 48" mfter (foot) spacing 33 157 236 315 393 48" raker ((oot) spacing 58 246 373 497 621 64" raher ((oot) spacing 43 210 315 420 524 64" rafeer ((oo[) spacing 77 331 497 662 828 72" raher ((oot) spa<ing 49 236 354 472 590 72" raker (foot) spacing 87 373 559 745 NA AstroPOwer APi 1 I O,APi 120 RW E Schott SAPC I 65 (See Sharp NE- I b5U I) 48" mfter (foot) spacing 33 194 291 387 484 Sanyo HITI90 64" mfter (foot) spacing 44 256 387 516 646 qg" mker (foot) spacing 29 173 260 347 433 72" rafter (foot) spacing 50 291 436 581 726 64" rzfrer (foot) spacing 39 231 347 462 578 AstroPowerAPi165 72" mfter (foot) spacing 44 260 390 520 650 48" mfter (foot) spacing 31 194 291 387 464 Sharp NE-BOU I 64" mfter (foot) spacing 41 258 387 516 616 48" rafter (foot) spacing 33 158 237 315 394 72" mfter (foot) spacing 46 291 436 581 726 64" mfter (foot) spacing 44 210 315 420 526 BP Solar 375, 360, 580,585 72" rafrer (foot) spacing 49 237 355 473 591 48" rafter (foot) spacing 31 158 237 316 395 Sharp ND-123U I 64" mfter (foot) spacing 41 211 316 421 527 48" mfter (foot) spacing 36 197 295 393 492 72" aher (foot) spacing 46 237 356 474 593 64" ra(rer ((oot) spacing 50 262 393 525 656 BP Solar 3125 72" rafter (foot) spacing 56 295 443 590 738 48" raRer (foot) spacing 33 198 297 396 495 Sharp ND-NOECU (140V) 64" rzker (foot) spacing 44 264 396 528 660 48" raker (foot) spacing 26 153 230 306 383 72" raker ((oot) spacing 50 297 446 594 743 64" raker (foot) spacing 34 204 306 408 510 BP Solar 3160, 4150, 4160, 41 70 72" raker (foot) spacing 39 230 344 459 574 48"reher(fooc)spacing 33 209 314 418 523 SharpNE-Ib5U1,NT-175UI;NT•18 5U1 64" mfter ((oot) spacing 44 279 418 557 697 48" mfter (foot) spacing 35 207 310 413 517 72" mfter (foot) spa<ing 50 314 470 627 784 64" mfter (foot) spacing 47 276 413 551 689 Evergreen ECI02, ECI 10, EC 1 IS 72" mfter (foot) spacing 53 310 465 620 775 48" mfter (foot) spacing 35 206 312 416 520 Sharp ND-167UI 64" mfter (foot) spacing 46 277 416 555 693 46" mfter (foot) spacing ' 28 174 262 349 436 72" mfter (foot) spacing 52 312 468 624 760 64" mfter (foot) spacing 37 232 349 465 581 First Solar FSSOD 72" mfter (foot) spacing 41 262 392 523 654 48" mfter (foot) spacing 35 158 236 315 394 SheI15M I 10 64" mfter (foa) spacing 47 210 315 420 525 46" mfter (foot) spacing 32 173 259 345 432 72" mfter (foot) spacing 52 236 354 473 591 54" mfter (foot) spa<ing 43 230 345 460 576 Kyocera KCBO . 72" rafter (fooe) spa<ing - 49 259 389 518 646 48" rafcer (foot) spacing 29 128 192 256 320 Shell SQ70, SQ75, SQ80 64" mfter (foot) spacing 39 171 256 341 427 48" rafter (foot) spacing 31 157 236 315 393 72" rafrer (foot) spacing 44 192 288 384 480 64" mfter (foot) spacing 41 210 . 315 420 524 Kyocera KC 120, KCI25G 72" mfter (toot) spacing 46 236 354 472 590 48" raker (foot) spacing 34 187 281 374 466 Sheil SQI40, SQI50, SQ 160 64" mfter (foot) spacing . 45 249 374 499 623 48" raTrer (foot) spacing 36 213 320 426 533 72" raher (tooc) spacing 51 281 421 561 701 64" ra4er ((oot) spacing 46 284 426 568 710 Kyocera KC I SBG, KC 167G 72" raker ((ooc) spacing 54 320 479 639 NA 48"raf[er(foot)spacing 28 169 254 339 423 SunWize5W85,5W90,SW9 5 64" raf[er (foot) spacing 37 226 339 452 564 48" raker (foot) Spacing 35 190 285 360 474 72" rafter (foot) spacing 42 254 381 508 635 64" riher (foot) spacing 46 253 380 506 633 Photowatt PW750 72" mfter (foot) spacing 52 285 427 569 712 48" mfter ((ooc) spacing 30 162 244 325 406 SunWize SW I I5, SW 120 64" mfter (foot) spacing 40 216 325 433 541 48" mfter (foot) spacing 34 190 285 360 474 72" mfter (foot) spacing 45 244 365 487 609 64" mfter (foot) spacing 45 253 380 506 633 Photowatt PW 1250 72" mfter (foot) spacing 51 285 427 569 712 48" mfter (foot) spacing 30 163 245 327 409 UniSolar 64 64" airer (foot) spacing 39 218 327 436 545 46" mfter (foot) spacing 25 179 269 359 448 72" mfter (foot) spacing 44 245 366 490 613 g¢^ mfter (foot) spacing 33 239 359 478 598 Photowatt PW 1650 72" mfter (foot) spacing 37 269 403 536 672 48" airer (foot) spacing 31 162 244 325 406 64" a(rer (foot) spacing 41 216 325 433 541 72" reker (foot) spacing 46 244 365 487 609 6 Installarion Manuai 214 - SolarMount Code-Compliant Planning and Assembly UNIRAC* Table 3. SolarMountT"' Loads per Footing at Maximum Foot Spacing To meet mde,your Design Loads must be at or above the Design Wind Pressure indicared.7ou,the insrallecare solely responsihle (or verifying that the roof can withstand these design loads. For specifications based on Design Wind Pressure ralues greacer than 50 pounds per square foot, conact UniRaq Design Wind Pressure Design Wind Pressure 20 psf 30 ps( ao p:( So ps( AstroPowerAP65, AP75 - Maximum Foot Spacing (inches) 131 107 93 83 Minimum Faot Design Live Load (lbs) 429 526 610 680 Minimum Foot Design Dead Load (lbs) 89 73 63 56 AstroPowerAPi110, APi120 Maximum Foot Spacing (inches) 118 96 83 75 Minimum Foot Design Live Load Qbs) 476 581 670 757 Minimum Foot Design Dead Load (lbs) 82 67 58 52 AstroPower APi I 65 Maximum Foot Spacing (inches) 118 96 83 75 Minimum foot Design Live Load (16s) 476 581 670 757 Minimum Foot Design Dead Load (lbs) 75 61 53 48 BP Solar 375, 380, 580, 585 Maaimum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (16s) 431 528 606 663 Minimum Foot Design Dead Load (lbs) 84 68 59 .53 BP Solar 3125 Maximum Foot Spacing (inches) 117 95 82 74 Minimum Foot Design Live Load (lbs) 483 588 677 763 Minimum foot Design Dead Load (lbs) 61 65 56 51 BP Solar 3160, 4150, 4160, 4170 Mauimum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 496 607 697 784 Minimum Foot Design Dead Load (lbs) 79 64 55 50 Evergreen EC 102, EC I 10, EC I 15 Maximum Foot Spacing (inches) 114 93 80 72 Minimum Foot Design Live Load (lbs) 494 605 693 780 Minimum Foot Design Dead Load (lbs) 82 67 58 52 First Solar FSSOD Mazimum Eoot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (lbs) 430 527 604 681 Minimum Foot Design Dead Load (lbs) 95 78 67 60 Kyocera KC80 Maximum Fooc Spacing (inches) 145 118 103 92 Minimum Foot Design Live Load (lbs) 387 472 549 613 Minimum Foot Design Dead Load (lbs) 88 72 63 56 Kyocera KC 120, KC 125G - Mazimum Foot Spacing (inches) 120 98 85 76 Minimum Foot Design live Load (lbs) 468 573 662 740 Minimum Foot Design Dead Load (16s) 85 69 60 54 KyoceraKCI56G,KC167G - Maximum Fooc Spacing (in<hes) 126 103 89 80 Minimum Foot Design Live Load (lbs) 445 545 628 706 Minimum Foot Design Dead Load (16s) 73 60 52 46 Photowatt PW750 Maximum Fooc Spacing (in<hes) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 - 616 685 Minimum Foot Design Dead Load (16s) 80 65 57 50 Photowatt PW 1250 MaecimumFootSpacing(inches) IZB 105 91 BI Minimum Foot Design Lire Load (lbs) 436 536 620 669 Minimum fooc Design Oead Load (lbs) 79 65 56 50 Photowatt PW I650 Maocimum Poot Spacing (inches) 129 105 91 81 Minimum Foot Design Live Load (lbs) 436 533 616 685 Minimum Foot Design Dead Load (lbs) 63 68 59 52 20 psf 30 psf 40 psf 50 ps( RWE SchottASE 300 Mazimum Foot Spacing (inches) 104 85 74 66 Minimum Foot Design Live Load (lbs) 538 660 766 854 Minimum Foot Design Dead Load (1bs) 126 103 69 80 RWE Schott SAPCI65 (See Sharp NE-1651-1 1) Sanyo HIT190 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Foot Design Live Load (lbs) 451 553 636 713 Minimum Fooc Design Dead Load (lbs) 76 62 54 48 Sharp NE-BOU I M~imum Foot Spacing (inches) 131 107 92 83 Minimum Foot Design Live Load (Ibs) 430 527 604 682 Minimum Foot Design Dead Load (lbs) 90 73 63 57 Sharp ND-123UI Maximum Foot Spacing (inches) 117 96 83 74 Minimum Foot Design Live Load (lbs) 480 590 680 758 Minimum Foot Design Dead Load (lbs) 92 75 65 56 Sharp ND-NOECU(140Vh Maximum Foot Spacing (inches) 133 108 94 84 Minimum Foot Design Live Load (lbs) 424 516 599 669 Minimum Foot Design Dead Load (lbs) 72 58 51 45 Sharp NE• I 65U I, NT-175U 1, NT-185U I Maximum Foot Spacing (inches) . 114 93 81 72 Minimum Foot Design Live Load (lbs) 491 601 698 775 Minimum Foot Design Dead Load (lbs) 83 68 59 53 Sharp ND-167UI Mvcimum Foot Spa<ing (inches) 124 102 88 79 Minimum Foot Design Live Load (lbs) 450 556 639 717 Minimum Foot Design Dead Load (lbs) 71 58 50 45 Shell SM I 10 Maximum Foot Spacing (inches) 125 102 88 79 Minimum Fooc Design Live Load (lbs) 450 550 633 710 Minimum Fooe Design Dead Load (lbs) 84 69 59 53 Shell SQ70,SQ75,SQ60 Maximum Foot Spacing (inches) 131 107 93 63 Minimum Foot Design Live Load (lbs) 429 526 610 680 Minimum Foot Design Dead Load (lbs) 84 69 60 53 Shell SQ 140, SQ 150, SQ 160 Maximum Foot Spacing (inches) 112 92 80 71 Minimum Foot Design Live Load (lbs) 497 612 710 768 Minimum Foot Design Dead Load (lbs) 84 69 60 53 SunWize5We5,SW90,5W95 - Maximum Foot Spacing (inches) 119 97 84 IS Minimum Foot Design Live Load (lbs) 470 575 664 741 Minimum Foot Design Dead Load (lbs) 86 70 61 54 SunWize SW I 15, SW 120 Maximum Foot Spacing (inches) 119 97 84 75 Minimum Fwt Design Live Load (lbs) 470 575 664 741 Minimum Foot Design Dead Load (lbs) 84 69 59 53 UniSolar 64 M-imum Foot Spacing (inches) 123 100 W 78 Minimum Foot Design Live Load (lbs) 459 560 650 728 Minimum Foot Design Dead Load (lbs) 64 52 45 40 VN!RAC' Installarion Manual 214 - SolarMount Code-Compliant Planning and Assembly 4b.... Or verify Maximum Foot Spacing and Determine Minimum Design Dead and Live Loads To minimize roof penetrations, consult Table 3(p. 7) ro deter mine MaYimum Foot Spacing allowable for the Design Wind Pressure that you derermined in Step 3. Find the make and mode] of the PV module you plan to instalt, [hen read or ex[rapolate Foot Design Live Loads and Dead Loads at the maximum spacing. To meet code, you must verify thatfootspacing u at or below the dimension listed and that the roof rafter assembly at your instailation site has the mpacity to withstand the sum of the Design Dead Load and Design Live Load fnr the speci- fied spacing. If they do not, try smaller fwter spacing. If the result is still not accep[able, relocare the array [o a stronger area of the roof or srrengthen the inadequare framing elements. For assistance, consult a local professional engineer. 5. Verify acceptabie Rail End Overhang Rai] End Overhang (Fig. 2) must equal SO pereent or less of foot spacing. Thus, if fwt spacing is 72 inches, the Rail End Overhang can be up to 36 inches. In this case, tuvo Eeec can support a rail of as much as 144 inches (72 inches benveen the fee[ and 36 inches oF werhang at each end). 6. Ensure that Live Loads do not exceed Pu11-Out Capaciries Based on the characteristics of your roof rafter or truss Lumber and the lag screws, consul[ Table 4 to determine the lag pull- out capacity per 1-inch thread depth. Compare that value ro the minimum design live load per footlng derertnined in Step 4a or 46. Based on these values, derermine the length of the lag-screw thread depth you require to resist the design live load. To ensure code compliance, the lag pull-out capacity per foodng must be greater than the footing design live load. If your SolazMount requires standoffs, always use at least two lag screws m secure the standoff to the rafter. Figure 2. SalarMOUnt foat spacing refers to the distance 6enveen fee[ on the same raiL Over- hang, the distance from end of the rail to the first foot, may6e no mare than haif thefootspacing. Table 4. Lag pull-out (withdrawal) capacities (Ibs) in typical roof truss lumber - Lag screw specifcaUOns Specifc s/a"sha(;* '/s" shaft,* "/e"shaft,* gravity 2'/:"thread depth per l"thread depth per l"thread depffi Douglas Fir, Larch Douglas Fir,South Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) Hem, Fir Hem, Fir (North) Southern Pine Spruce, Pine, Fir $pruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEl) 0.50 . 665 266 304 0_46 568 235 269 0.46 588 235 269 0.43 530 212 243 0.46 588 235 269 0.55 768 307 352. 0.42 513 205 235 0.50 665 266 304 1 Thread depth 1, Sources: Uni(orm Building Cade; Amerimn Wood Council. Nares: (I) Thread must be embedded in a mf[er or other muaurol roo(member. (2) Vulbaut values inroroarofe a 1.6 sa(ery fottor recommended by theAmerican Wood Council. (3) See UBC for required edge dismnces. *Use flo[ washers with lag screws. 8 Instailation Manuai 2I4 - SolarMount Code-Compliant Planning and Assembly VNIRACO Part III. Installing SolarMount with top mounting clamps This secrion covers SolazMount assemblywhere the inscaller . has elected m use mp moUnt- ing clarnps co secure modules to the rails. It details the procedure for flUSh mounting SolazMount to a pitched roof. Contents Laying out the installation azea . . . . . . . . . . 10 LayingoutL-feet 11 InstallingL-feet 11 . Layingoutstandoffs 12 Installing standoffs . . . . . 12 Inscalling SolazMount rai15 ....................13 Installing the modules..... 14 Figxtre 3. Eaploded view of a 1ow-profi['e irutallnrion mounted flvsh to the roof with L feet. Table S. Part quantities - SMR Series SolarMount Rail Se[s (modelno.= reillength in inches) - '/e"('ooting '/e"(lange Rails L-feet bolts nuts SMR46 thru 106 2 4 4 4 SMR120thru 180 2 6 6 6 SMR192 thiv 216 2 B 8 - 8 CT Series Clamp Sets (model no. = modules accommodated) End Mid '/+"module '/."x%" '/.""flange damps damps dampbolu saferybolis nuu CT2 4 2 6 2 8 CT3 4 4 6 2 10 CT4 4 6 10 , 2 . 12 CTS 4 B 12 2 14 CT6 4 10 14 2 16 CT7 4 12 16 2 18 CT8 4 14 18 2 20 Table 6.Wrenches and torque . Wrench Remmmended size eorque (fhlbs) hardware 'zs" I S '/e" hardware 30 A Scainless steel hardware can seize up, a process called galling.To signifcantly reduce iu lil<elihood, (I) apply lubri- cant to bolts, preferably an antl-seize lubricant, available at auco paru stores, (2) shade hardware prior co installation, and (3) avoid spinning on nua ax high speed. See installaxion Supplement 910, Golling and Its Prevention, at wv✓w.unirac.com. 9 A'alter Gerstle RegistV¢d .Prt+fessional Engineer .Deparhrien# of L'ivil Engineering Uveiversity ofNew Mexico t1lLuquerqxe, NM87X3X Phone;(505)277-3458 Email: gerstie(a7unw,edu Mr. Johtr T,iebendorfer UivRaq Tnc_ 32D1 University Blvd 5E, Suite 110 Albuquerque, NM 87106-5635 September 13, 2005 Subjeat: Engineering Certification for UiuRac SaWMount'fM Univezsal RoofMounts Deaz Mr. T,icbendoxf'er, . i I have tested and analyzed the siruchuai design o~Unikae's SolarMount Uzuversal PV Module RoofMount System in #lie followrng manner. ! (t) Laboxatory test reports dated August 28, .1001, August 31, 2001, Occober 30, 2001, and 7anuary 28, 2002, anfl Aptif 22, 2402, ~ (Z) Struateual design calculations based upon: ; (a) "Aluminum besiSnMauual: Speci6cafipns and Guidelines for Aluminum StiuGurea"> The A,lumiuum Association, Washingtqn D.C„ 2000. (b) "Thct Unif'ocm Building Code- SEruchwal Engineering Deaign Provisious", Xnternatianal Conference ofSuilding Offioials, Whictier, CA, 1997. (c) "Jntemationat Building Code: 9TquChual Engineerxng Design provisiQns", IntemataonaI Code Cauncil, Tie., Falls Cihurcla, Virginia, 2003. (d) "Manual of Steel Constructioa: Load Itesistauce FaCtor Design", 3"' Tsa,, A,merioan InStifutf bf 5tee1 COnstruction, Chicago; IL, 2001. With this letter, I certif'p that UniRac SolarMounk pzoducts will be strucivrally adequal:e and wilU satisfy the building codes listed above when they are installed per the attached UniRac dooument: SolarMount Code-Compliant Planning and q,sgembly with Uniform Building Cofle Certificat3on,lnstaLation Msiiuai 214, UnRac, Snc., Puh. x-040402-2ii, A,pri1, 2004. If you have any quastions or concerns regarding thi'UniRic SolarMaunt sYstem coat.act me. ~ , . , SincereI~~ , • ~ y y~4t,,.~~.~~;aH~IC~ ~ I i ••'SR'?w1'8 'D~''..y% VSralCer Gerskle, f~~ ~N(9PE39°.~~ .24703 ~ GE4$704 r!:• ~rse~s~'.,s~ plesse :3. ..F: . f -S- - ~ Xantrex inverters make installation easy and affordable Xantrex offers a family of grid tie solar inverters designed with the knowledge and expertise of . renewa6le energy dealers and installers. The result is a highperformance series of inverters that makes utiliTy interactive installations easy and cost eHective. Xantrex high performance photovoltaic (PV) string inverters oNer high effciency, low installed cost, dean design and high reliabiliTy. 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Easy and inexpensive to install: > Indudes inte9rated lockable AGDC disconnect that is NEC mmpliant as a DC dismnnect. 1 Includes a lightweight and versatile mounting bracket that simplifies instailation. > Offers wide MPPT PV module input voltage range to make module selection & sizing extremely ilexi6le. r Modular design allows Xantrex GT Series Inverters with the same or different power levels to be mounted side-by-side using the wiiing box as a wiring raceway. Xantrex Technology Inc. 1 Easy access PV and utiliry terminal block simplifies wiring. Headquarters . Y Wiring box can be separated from the sealed inverter endosure aliowing DC/AC connections m remain iniact 6999 Neison Way in the uniikely event that the inverter needs to be serviced. 0 Ru9ged NEMA3Rinverter endosure allows reliable outdom and indoor installations. 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For more information about the 6T Series as well as access to the Xantrex string sizing tool, and a free download of GTUew please visit: www.r.antrex.comlgridtie - www.xantrex.com ezoosnm..um~omsvm~an~sm:~.~:.~~ex:m,~r~a,.s.~e~:e~~aa.m,amx.m,,.mc.,~aro~:i.vr a'c~.aa Xantrex GT Series Grid Tie Solar Inverter ~ ~'-EI ctr,rcal et~£fafio4s ~'-''`°c.: , . er-~ vc... • ~r-mi/s^ ~'.~4r".+..~'_ £?cTC....s.fi_.' £.~:m-.G 'v~L+v..x . ~ ..a-e. _ Madelsy~ GR.S NA-DS-340 GT3.0-NA-OS-I40 . GT3.3 NA-DS-2C0 GT3.3-NF-OS-208 GT3.6 NA-DS-140 MauimumACpoweroutput ZSOOW 3000W 3300W 3300W 3800W ACoutputvoltage(nominal) 240VAC 240VAC 2dOVAC 208VAC 740VAC ACOUtputvolia9eran9e 211-764VAC 271-266VAC 217-264VAC 783-228VAC 211-264VAC ACfrequency(nominal) 60HZ 60Ni 60HZ 60HZ fiOHz ACfrequenryrange ey.J -uu.D nz - - - Maximumcantinuousoutputmrrent 71.9A 14.2A 15.6A 18A - 16A CurrentTHD <3h <5% <3% <3% <3% Power fac[ar > 0.9 > 0.9 > 0.9 > 0.9 > 0.9 DC input voltage range 195-600VDC 195-600VDC 195-600VDC 195-600VDC 195-600VDC Peakpowertrackingvol(agerange 195-550 VDC 195-55OVDC 195-550 VDC 195- SSOVDC 195-550 VDC aoa ' 94.6% 953% . 94J°h 95J% CECefficiency ' 94.0% 94.5% 94.5% ya.Uno y~.uro Night time power consumption 1 W 1 W I W 1 Y`' I W Outoutovercurrentpmtec[ian 15A 20A - 20A ZSa <uw . Operatingtemperaturerange -13°Fto+149°F (-75°Cto+65° Endosuretype NEMA3R (outdoor rated) . . Unii weight 49.0 Ibs (R.Z kg) to 51.0 Ihs (73.1 kg) Shipping weight - 57.0 Ihs (25.9 ko) ro 59D (26.8 kg) Shipping dimensions (H x W x D) 34.1 x 20A x 103' (86.6 x 51.8 x 26.7 cm) Inverter dimensionz (H x W n D) 28.5 x 15.9 x 5.7" (75.5 x 403 x 74.6 cm) Mounfinn Wall Mount (mounting hracket induded) ~ - e ~x~--~,~~ . -"rg .a"z;~n'~'~~v a ~."y `t-.~~~~~' w.,. ~ . s,uC , ...<r ,d~... u ~..i. .,Yh<u~ ~ PVIUtiIiTy disconnect ~ Eliminates need for eatemal PV (oq dismnneR. Complies wlch NEC reqmrements. Cooling Convec6on moled, fan not required. oisplay Backlit, 2-liny 16-charatter Liquid Crystal Display provides instancaneovs power, daily and liSetime energy pmduttion, PV array valiage and mrren; utiliry voltage and frequenq, time online 'selling' mday, faWt messages, and installer astomiza6le saeens. OneR5232andb+oXanbusR145part5. Warranty S-year 5fandar0 (an atlartlonai S-year enenoeo warranry n avenemq. Part number (negative ground) 864-0108 864-0001 864-0707 864-0111 864-0119 Part numberloositive aroundl 864-0112 864-0174 ~ ~ ~ ~ 4.i~an- s~ ~.k Positive grounding Positive grounding [onfgurations available Sor the 6T2.5 NA-DS-240, GT33 NA-DS-240, G73 3 NA DS-20B, & G738 NA-DS-260 inverters as required. Grainger.com • i ~ f-0R ME ONES IYN9 AETIT OONf Page 1 of 2 9 Print printed September 12, 2006 Switch,Safety,30 A Neavy Duty Non Fusible Safety Switch, Number of Poles 3, Maximum Current Rating 30 Amps, NEMA Class 3R, NEMA Type 3R Rainproof, Power Rating 15 HP, Maximum Power 20 HP, AC Voltage 208- 220/480 Voits, Phase Three, Height 15 7(16 Inches, Depth 4 718 Inches, Width 7 Inches, With Red and Black Handle to Indicate Switch Position, Single Throw, 3 Wire, 3 Blades Grainger Item # 1 H375 Price (ea.) $204.50 Brand SQUARE D Mfr.Model# HU361R6 Ship Qty. 1 Sell Qty. (Will-Call) 1 ShipWeight(Ibs.) 9.3 Usually Ships Today Catalog Page No. 329 Ptice shown may not refiecl your price. Log in or register. Additional Info There is currently no additional information for this item. Tech Specs Item: Safety Switch Type: Non Fusible Amps AC: 30 Voltage: 240(600 Phase: 3 HP; 15 Height (In.): 14.88 Depth (in.): 4.88 Optional Accessories There are currentiy no optional accessories for this item. Alternate Products SWITCH,SAFETY,60 A Item 1H378 Num6er of Poles: 3 NEMA Type: 3R Rainproof Number of Wires: 3 Short Circuit Withstand Current Ratiog with Class R Fuse (Amps): 200000 Notes & Restrictions There are currently no notes or restrictions for this item. ~ Usually Ships: Today Price (ea): S'>35875 Switch,Safety,30 A Item t#: 1 H349 Brand: SQUARE D Usually Ships: Today Price (ea): $408.50 MSDS I This item does not require a Materiai Safety Data ~ http://www.grainger.com/Grainger/wwg/itemDetails.shhnl 9/12/2006 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14633 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 10/14/02 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: MARNY EULBERG Property Address : 9461 W 37TH !M VaCSL Contractor License No. : 21427 Phone : 940-9800 Company : LETS GET CRACKIN HANDYMAN SERV. Phone : 431-0179 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C J and all other applicable Wheat Ridge rdinances, for work under this p rmit. (OWNER)(CONTRACTOR)SIGNED DATEZG/ c Description : 6'-0" CHAIN LINK FENCE W/ TWO GATES Construction Value : $1,500.00 Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $18.00 Total: $72.00 Use : BUILDING DEPARTMENT USEONLY SIC : Sq. Ft. : Approval : DM OKAY Zoning : R•2 Butiding Comments ~ OKAY Approval: DM ublie~Works, om ents ~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval : Expiration Date : Approval : (i) This permi[ was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the building authorized is suspended or abandonetl for a period of 120 days. . (3) If this pertnit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, pmvided no changes have been orwill be made in the . original plans and specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abandonmeni ezceeds one (1) year, full 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 draina9e prohlem. . (5) Contractor shall notifythe Building Inspector lwenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. . . (6) The issuance of a er~nit or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approval of, any violation of the provisions o(yb hi4 In c tl7s ny other ordinance, law, rule or regulation. Chief Building Inspect07 oF WHEqT DEPARTMENT OF PLANNING AND DEVELOPMENT y BUII,DING INSPECTION LIlVE - 303-234-5933 CITY OF WFIEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2555) COLORA~~ pp~,y~vpA 7~~ ~li" ,yHPi~ p4~iiF~4~'" Building Permit Number: Date: V// ~~P! ss / / Property Owner:l'f6rz+V t1 &t ( bC ProperryAddress:9W, / W3 '7 -l~-P/ Contractor License No.: afNZ7 OWNEILCON7RACTOR SIGNATURE OF I7NDERSTANDING AND AGAEEMENT I hereby cer[ify that the setback distances proposed by this permi[ application are accurate, md do not violate applicable ordinances, rules or regulaHons of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that atl measureme¢u shown, md allegatlons made are accurate; that I have read md agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Whea[ Ridge Building Code (U.B.C) aud all offier applicable Wheat Ridge Ordinances, for work under this permit. OWNER)(CONTRACTOR):SIGNED ~ DATE ~ 02 Y Phone: jo3-Q~(o-18Ud Phone: 303 - N3 I -U V a1ue: 15'Uo - ° Permit Fee: Plan Review Fee: Use Tax: TOt31: , Descriphon: ~ ~ o / r BTJII,DING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: ~ Approval: PUBLIG WORKS COMMENTS: . Approval: Occupancy: Walls: Roof. Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expirarion Date: Expuation Date: Expiration Date: Approval: Approval: Approval: (1) This peimit wes issued iu accordance with the provisions set forth in yow applicafion md is subject to the laws ofthe State of Colomdo md to the Zouivg Regulations md Huilding Codes of Wheat Ridgy Colorndo or any other applicable ordiumces of [he City. (2) luis permit shalf ezpire if (A) the work wthorized is not comme¢ced within siaty (60) days from issue date or (B) the building authoriud is suspeuded or abandoned for a period of 120 days. (3) If tlus permit exp¢es, a new permit may be acquired for a fee of one-half the amowt noimally mquired, provided no chauges Lave been or will be made in the originalplaos a¢dspeci5cafions md any mspensio¢ or abandonme¢thas uot exceeded ove (1) yeaz. If changeshavebeev orifsuspeasion or abandonmeut exceeds one (1) year, fiilI fees shall be paid for a new pelmit. (4) No work of any mamer sha116e done that will change Ne nazural flow ofwater causing a drainage problem. (5) ContractorshallnotifyfheBuildinglnspectortwe¢ty-foar(24)hoursinadvavce foralliuspecfiousaudshallreceivewritteuapprovaloniaspectloncazdbeFom proceeding with successive phues of tLejob. (6) The issuance of a permit or the appmval of dravrings md specificatious shall not be construed to be a pecmit for, nor aa approval of, any violation of the provisiovs of the uilding codes or any other ordinance, law, rule or regulatiou. Chie uild' Inspector s-~- C , ~^3 ; ~ ~ % W /w ~ ~ / ~ ~Z- J - DEGIDUOUS TREES CMAPLE OR SIMJ 165.031 ~1,;~ / / „ j, ~ ~ ~ ~/j Zp' j{~/~ ~TILITYE~ISEMENT _ ~~1` l 1f-_~~_L n,- NO?E: FINISH fsRADING SHALL PROVIDE POSTIVE SLOPE AWAY FROM RESIDENGE FOR FIRST 5' AT I/4'/FT MI c _ . _ . . . . . . - _ - _ _ . . . . . . . . . . . . . p _ 00 - - - - - GGNC.f'AVERS_ ~ . . . . . . . ..I. n y . . . . . .i~~~.`i ' ~ . . ' . . 7_ 50 TYP _ J - . . ~ , ~ ~ 47. L . . - - PFE:4.46 ~ p I I ~ I ~ I j 1 !i. I I E~ - L L ti I ~ ~ ~?~I l~ iIL: , , .I . . . ~ ~ L'~ _ / I F / (E) UTILITY • I / ~ ~ LL' ~r _ ~ _ ~ . . . - : ~ pERENNIALS -PLANTINCs BED . ASi'NALT DRIYE SLOPE UP - . ~ ~ . _ _ _ ~ao 4&,ogo~a,a8~ e a3..~ • 132.51' ~ TALL SHRIJB ROW . FZ11 SITE PLAN LCs DECIDUC J Y ~ .Q ~ ~CONC.OR LANpSCAPE ~ ~ BCK RETAINING WRLLS RE:STRUGTURAL . 0100 ~I ~ - i ~ MAIN FLOOR AREA: 1561 5F NOtE: ALL LANpSCAPINCs 511BJECT TO CsAi2APE=706 SF GIiANCsES PER OLLNERS DEGRETION. City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at may be in need of the following: ,~Fence or wail permit ❑ Roofing or 5iding permit ❑ Deck permit ❑ Sprinkler permit ❑ Shed permit ❑ Sign permit ❑ Driveway or walk way permit ❑ Excavation permit ❑ Demolition permit ❑ Interior/Ucterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please call or stop by City f'lall within 7 days for information. Thank you. L Nm flouse - o~44dsn." City of Wheat Ridge Building Inspect r Date City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at may be in need of the following: ~/Pence or wall permit ❑ Roofing or Siding permit ❑ Deck permit ❑ Sprinkler permit ❑ Shed permit ❑ 5ign permit ❑ Driveway or waik- way permit ❑ Faccavation permit ❑ Demolition permit ❑ Interior/Ucterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please call or stop by City 1'lali within 7 days for information. Thank you. City of Wheat Ridge Building Inspector Date 0 ".104:01 12: 46: 41 UNCC Page 2 WHTROI 00006 UNCC 04104/01 12:47 PM 0159137-000 NOR.M NEW GRID LREQ Ticket Nbr: 0159137 Original Call Date: 04/04/01 Time: 11:27 AM Op: CIB Contr Excav Date : 04/06/01 Time: 11:30 AM Extended job: N Locate By Oate ; 04/06/01 Time: 11:30 AM Hrs Notice: 048 Meet: N State: CO County: JEFFERSON C3ty: WHEAT RIOGE Addr: 9461 Street: 37TH PL W Grids: 03S069W27NW . . . Legal: C Type of Work: FENCE Exp.: N Boring: N Location: •*LOC ENTIRE LOT*+ACCESS OPEN#* Company : BOUNDARY FENCE Caller : KATHI UNRUH Phone: (303)744-3391 Oone far, H/0 Remarks: Members :ATDW00 :ATN006 :COOT06 :PCN000 :PSN006 :UQN000 :USN006 :WHTROI ~ U ~ ~ a ~ U U ~ O C^ ~ U I~I I~1 W W U 0 0 0 N W N N C ~ •'J N N 0 W u' V N C N lx C0 r>A a a O W~-p ~ m V N ~ LL Oo~ F ^ N V ~ M 00 rn 0 0 N ~ E z E ~ a~ a O C 9 ~ ~a N L D ~ C O ~ C N ~ C Q ~ ~ O O N c A O ~ ~ D O ~ m N a~ D 0 ~N ~ o L ~ a o~a Q~ U y U v~i L O a~ 3 n a ~ D O C N vi N N N o Of D u Yo~ ~ C 9 d O ~ U ~ O D b y 9 a V N ry >L Y Y d V- yQo m O~n N Q m N cJJ _o~ >m~ n "o '9 N w E N Na; D V ~ N '-^vm rn~ v V m a t ~ n M 3 ~ a ~ N W ~ ~ 0 Q N ~ ~ w L, b ~ ~ W z 0 C O N Z N 'D C Q LL 3 fk~ U ~ H z 0 O ~ rt L 0 0 (.J ~ ~ ~ v L 3 N V ~ M ~ E ~ LL (L) N W o z a ~ o a U ~ W O ~ W a J r Q `o m 'm c N U w m ~ U °c 0 a s ~ 9 a m a O ~ N ~ d m .c « C p U ~ 10 U E y a = Ro ~ T m ~ c N ~ L ~ V U O U ZO o ~ V p m a ` x L s m c L £ 3 ~ • q o ~ m m m C ~ m L y U N LL n INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS BUILDING PERMIT N0. DATE ISSUED "9NPE OCCUPANCY OWNER CANTRACTOR (.CJ, r Y lnC'Laa7 SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTr41NING Tb TMIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor. Electrical (Ground Work) Plumbing (Ground Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HA5 BEEN SIGNED Rough Electrical ' Rough Plumbing c°S}k- 3' Air Test Gas Piping Rough Heating & Ventilation dcq zl) I4m (above must be signed prior to framing inspection) Framing ~ Insulation Drywall nailing Roofing Refrigeration Electricai underground ~ F'nal Electrical Plumbin 5 ~ ov ~ Heatin & Ventilation t- Frame Qp R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECI' THIS CARD FROM THE WEATHER Date; /C6 A Certificate of Occupancy or Completion has been requested for: ADDRESS: 7 `7`(Q Purpose of Structure:_ Building Department Approval Remarks: Zoning Approval: Remarks: Public Works Approval: e2k Remazks: Fire Mazshall Approval: (If Applicable) Remarks: Sanitation District Approval; (If Applicable) Remazks: Water District Approi (If Applicable) ~ - J7 '/a-co~- S=r~ /C J6~ .9-;~1"/ ~ 1/zq/dC) Remazks: PERMItTRACKING FORM ADDRE55 Cl~I(-0I \I~l % 'P IQCQ. DATE SUBMITTED -I-a. -qQ PERMIT NUMBER TYPE OF PERMIT P~ES • CONTRACTOR `~~~MnC1 ~T~D\`11I~ ~I1 PHONE OWNER PHONE Tl'PE OF REQUE57 REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YES NO N/A CONDI710N5 OF APPROVAL ~ DATE IN DATE OUT 61JILDIN6 DEPARTMENT Cd ENGINEERING DEPARTMENT -I -2)-C19 ~ PfANNING DEPARTMENT -.9s -1 - '_cFCi G(1 co ~ FIRE DEPARTMENt = FJ2~~ ,~y ~-~t-~I Q GITY ARBORIS? _ ❑ POLIGE DEPARTMEN7 / t~ SEWER DIS"fRICT.~.~L2~Q~ . ~ ~ ~ WATER DISTRICT `Ck '^-A C:C'OTHER em ~ ~ COMPLETE ENGINEERING SERVICES, INC. BUILDER: PROJECT N0: 99-5256 DATE: January 5; 2000 W. F. Anderson 2025 S. 104th St. Broomfield, CO 80020 ATTN: Mr. Andy Anderson , SUBJECTc Foundation Construction Inspections LOCATION: Eulberg Residence, 9461 West 37th Place, Wheat Ridge, Colorado ' REFERENCE: Soil Engineer CES Project No. 99-5253 StructLiral Engineer CES Project No. 99-5256 PIER DRILLING OBSERVATION Pier drilling operations at the'subject location were observed on December 13, 1999, and found to be conducted in compliance with the referenced plans'and accepted pier drilling sEandards. Piers were drilled to a minimum depth of 20 feet: Competent bedrock was encountered at a depth of 8' feet. ` Some borings were clean and dry,at the time of pour and some were wet with less than 2" water in the bottom at the time of pour. Concrete. Supplier Golden's Mix No. Sime Out Approx. Time of Pour 10:25 Steel Used: Total Bars 3 Size 4 Grade 60 Inspected By: A. Bloomfield 912 7WELFTH STREET • GOLDEN, COLORADO 80401 •(303) 279-6418 • FAX: 279-6350 PROJECT N0: 99-5256. . January.5, 2000 Pa9e 2 . . REINFORCING STEEL INSPECTION Reinforcing steel and v,oid space placement in foundation wall forms at the subject location was observed on December 17, 1999, and found to be conducted in compliance with the referenced plans: and accepted construction standards. Steel Used: Size 5 Grade 60 Inspected by: A. Bloom{ield FOUNDATION DRAIN SYSTEM INSPECTION Drain system construction and foundation waterproofing at the subject location was observed on December 23, 1999; and found to be conducted in compliance-with the referenced plans and accepted construction standards: Materials are properly placed and measurements from tog of the foundation wall indicate that the drain is properly graded to a gravity outfall: - Void form was observed to verify condition and identify collapsed or displaced sections. Void form was acceptable. Inspected By: B. Conkle , Please contact us if you have questions concerning this information. Approved By: . . . / ( . ~ S M1 yg3 _ p . . EdWdYd D. FbYd, P . E . . . . . . . . . ; O .y~ ry p'~ ; Z'n . . . . pp 4y . . . . . . . . . 2 . . 6 ~~Y: . . . . . . 'LS 4'4 9 ✓ Pp~... . _ • . . . . j r •.y ~ ~ . . - . . . . . ~L3,'%*9? ,PI$i'.1t9'~°';~. . . . . . . COMPLETE ENGINEERING SERVICES, INC. BUILDER: PROJECT N0: 99-5256 DATE: January 5,,2000 W. F. Anderson 2025 S. 104th St.' Broomfield, CO 80020 ATTN: Mr. Andy Anderson SUBJECT: Foundation Construction Inspections LOCATION: Eulberg Residence, 9461 West 37th Place, Wheat Ridge, Colorado REFERENCE: Soil Engineer CES Project No. 99-5253 Structural,Engineer CES Project No. 99-5256 PIER DRILLING OBSERVATION Pier drilling operations at the subject location were observed on December 13, 1999, and f'ound to be conducted in compliance with the referenced plans and accepted pier drilling standards: Biers were drilled to a minimum depth of 20 feet. Competent bedrock was encountered at a depth of 8' feet. Some borings were clean and dry at the time of pour and some were wet with'less than 2" water in the bottom at the time of pour. Concrete: Supplier Golden's Mix No. Time Out Approx. Time of Pour 10:25 Steel Used: Total Bars 3 Size 4 Grade 60 Inspected By: A. Bloomfield ' 912 TWELFTH STREET • GOLDEN, COLORADO 80401 •(303) 279-6418 • FAX: 279•6350 ' PROJECT N0: 99-5256 . January 5, 2000 . . . , . . . . Page 2 REINFORCING STEEL INSPECTION , Reinforcing steel and void space placement in foundation wall forms at the subject location was observed on December 17, 1999, and found to be conducted in.compliance with the referenced plans and accepted construction standards. Steel Used: Size 5 Grade 60 Inspected by: A. Bloomfi2ld FOUNDATION DRAIN SYSTEM INSPECTION Drain system construction and foundation waterproofing at the subject location was observed on December 23, 1999, and found to be conducted in compliance with the referenced plans and accepted construction standards. Materials are properly placed and measurements from top of the foundation wall indicate that the drain is properly graded to a gravity outfall. Void form was observed to verify condition and identify collapsed or displaced sections., Void form was acceptable.' Inspected By: B. Conkle Please contact us if you have questions concerning this' information. Approved By: 1 4 1 ~t u* xt . ~-~""C/.•'^"~~ ~~~4T c~~ . . l A l S( PI . . . . . r yt+ S'~• ~ t s„ Edward D. Ford, P.E. men9xe fM'+, . . . . . . . . . . ; ~ . ' . . . . . . . . BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE Correction Notice Job Located at 4c z You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. ~ Date ~ . . /ingiector for Building Dept. DO NOT REMOVE FORM WR6-22 I have this day inspected this structure and these premises and have found the following violations of City and/or State laws gov- erning same: DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 10678 6/15/2000 Property Owner : Property Address : 9461 W. 37th PLACE Contractor License No. : 20050 Phone : 940-9800 Company : Rutledge Sprinkler Phone : 4550474 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $1,500_00 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 wi h the Wheat Ridge 8uilding Code (U.B.C.) and all other applicable W eat Ridge~ordinainc`es ~ or work under this permit. (OWNER)(CONTRACTOR) SIGNED ~ DATE C/y Y Permit Fee : $54.00 Plan Review Fee : $0.00 Use Tax : $22.50 Total: $76.50 Use Description : Sprinkler 1" PUB, in side tap BUILDING DEPARTMENT USE ONLY ~a~'iin~«£G~Sfi5n5~nt~ SIC : Sq. Ft. : Approval: Zoning : Please No4e: Owner/ contcactor is responsible for locating prooerty w~,.~~~6~~<,>~ lines and wnstructing improvements acce:ding to :'r Approval : approved plan t,+ardcrds. The City is not respcrtsi;;s. nacc~:retc mfonrzfton l~.'k'" ~:~iCi~i~?!t~ .,ut~ar;it°d ~~~it „i 7e p.a.~ ~.,,^~3 any ce stn:;.;.ier, ~Approval : ..ces resu:'irg feom inaecu-ate u::`orrt.~:ien. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This permitwas issued in accortlance with the provisions set Forth in yopur appliration and is subject to the laws of the Slate of Colorado and to the Zoning Regulations antl euiltling Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorizetl is not wmmencetl within sixty (so) days from issue tlate or (B) the building authorized is suspended or abandoned for a period of 120 daYs. (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 wili be made in the original plans and speafcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, fWl fees shall be paitl for a new permit. (4) No work of any manner shall be done thatwill change the naNrai flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector lwenTy-four (24) hours in advance for all inspec6ons and shall receive written approval on inspection card hefore proceediing with successive phases of [hejob. (6) The issuance of a permit or the approval oFtlrawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the,duing codes ~ ny other ordmance,law, mle or regulation. Chief Building I pector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit NumEer : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE Da;e : WHEAT RIDGE, CO 80215 AppLtCATIo N Property Owner : M~,, V~ Q E~g °roperty Address : Contrector License No. : Company : q46i w3 / wL OWNER/CONTRACTOR SIGNATURE OF UNDeRSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurote, antl do not violate appiicabie ordinances, rules or reguladons of the City of Wheat RiOge or covenants. easements or restrictions ot recarC: that all measurements shown, antl allegations made are accurate: that I have reatl and agree to abide by all contlitions printed on Nis application, and that I assume full responsihiliry for compliance with the Wheat RiCge Building Coae (U.B.C.) and all other applicable WhMt Ridge orCinances, faAaAC untler this pertnR (OWNER)(CONTRqCTOR) SIGNED_y Za,&ILZ4~pATE 6 - f S.Q Construction value : 16 G p-0, Permit Fee : Use Tax : Use : Description : sn 1C 1 C i I ~:ti PV`j 1 i~ S. C~ ~ ~ o.~ BUILDING DEPARTMENT USE ONLY ~oni. Approval : Zoning : Approval: Approval: Occupancy : Wails Electrical License No : Company: Roof Piumbing License No : Company : Expiretion Date : Approval : Expiration Date : Approval: SIC : RE~~ ED Jt~Ps' 1 ~ 2l~~J Mechanicai License No : Company: Expiration Date : Approval: (1) R 9~1 a~iao8w_ee m+cmeaee wmi nN a~o.oiyu aec+am in nour aooli~an ana n (2) ThR Pemnt 3nill ~pCO'tlAlQaf ~CdaraCe ar ary omr apebobk ardkiae~s~ M 7awa Mt~e.Shte Ot Cebraeo ana b tM:.e~vp aeanaoneC br a perroy p/ 720 Eays. cemnanicedwithin arsry (80) Caystrpm iyue Cste or (B) the Duiltling autlior¢ey is suspenEeC w `31 on9mL PWns aW a&pevf~ ~~n a'a he d a1MaM Ma artiqmt nromullY R0Me6. P~'/~aC ne Wng~yM1ive Deen a will De mMa in tlro a esesas aie (t) Yaer. N9 hea ~haq Ds N~d fa a neK abanatemmt ms na emaea one (i) reu. tt w~ges ae m.ae or e amvenawn w ae~onnrm r+o.onc m any manner wn ee aone UM wai wnge the naouai now m Y.aeer era;n,se poekm (5) CAlftraCtor fhall tqEly the BuiltlYMj kNppap~ py~lY-fOV Q4) hq1II1 in apVJtKR M iN~WPecfiw1s iIW Shi41lCliY! MiICRn aPOrovs, M ItpCpmpnald belOR Prooletliinq wiN wtcaapye pia~ea ot tlR" (6) The issuanceof a M aPPOVator°Dr;wo-q=,r,a,peotlealo,,.,M na ee mrswea m ee a vffi+++nror. nro. m ayprwW of. ary aaaeon a e,e a~s a tne eui ary omer aywrca. law. Me «iepulaeon. Stories : Phone :2G 39 40 - 01$ p p Phone: Total : Chief Buiiding Inspector The City of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat 9Ridge May 26, 2000 W. F. Anderson c/o Andy Anderson 2025 South 104`" Street Broomfield, CO 80020 RE: 9461 West 37`"`Elace. Wheat Ridge. Colorado Dear Mr. Anderson, The following is the letter you requested regarding the completion and issuance of a certificate of occupancy for the above referenced address. It has been determined by the Wheat Ridge Building Division that the residence at the above referenced address is in compliance with all applicable codes and is considered to be safe for occupancy, pending the completion of minor corrections noted by the inspector and the completion of landscaping requirements. A certificate of occupancy will be issued once all department inspections and approvals have been completed and accepted. Occupancy befare the certificate of occupancy has been issued is not permitted. Should you have any questions or comments regarding this issue please feel free to contact me at 303-235-2853. Sincerely, ~ Darin Morg~- Codes Admmistrator cc address file (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9835 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/24/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address: 9461 W 37TH PL Phone: 458-9409 Contractor License No. : 20535 Company : W.F. Anderson Phone : 666-8227 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) Construction Value : $97,841.00 Permit Fee : $979.75 Plan Review Fee : $0.00 Use Tax : $1,467.62 Total: $2,447.37 Use: Description : New single family residence Electrical License No : 18902 Company : Excel Electric Inc. Expiration Date : 2/28/2001 Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was i: Regulations and E (2) This permit shall ~ abandonedfora~ (3) If this permit expii original plans and exceeds one (1) y (4) No work of any m (5) Contractors n praceetliin it . (6) The i ce a oFthe6 'n cac in a new set forth in yopur appliralion and is subjed to the laws of the State of Coloratlo antl to [he Zoning or any other applicable ordinances of the City. mmencetl wifhin sixty (60) days from issue date or (B) the building au[horized is suspended or may be acquiretl for a fee of one-half ihe amount normally required, provided no chan9es have been orwill be made in the d any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment I be paid for a new permit . ne that will change the naturel Flow of water causing a tlrainage problem. Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before s of the job. )roval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions ' a ce, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9835 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 11/24/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address: 9461 W 37TH PL Phone: 458-9409 Contractor License No. : 20535 Company : W.F. Anderson Phone : 666-8227 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT g7 g41 00 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) Description : New single family residence Construction Value . $ , Permit Fee : $979.75 Plan Review Fee : $0.00 Use Tax : $1,467.62 Total: $2,447.37 Use Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permitwas issued in accordance with the provisions set forth in yopur application and is subjectto the laws of the Siate of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colo2do or any ofher appliwble ordinances of the City. (2) This permit shall expire if (A) ihe work authorized is not commenced within sixiy (60) tlays from issue date or (B) the building authorized is suspentled or abandoned for a periotl of 720 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount nortnally required, provided no changes have been or will be matle in the onginal plans and speciFications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment exceeds one (i) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done tha[ will change ihe natural flow of water causing a drainage problem. (5) Contrector shall notiry the Building Inspector hvenry-four (24) hours in advance for all inspedions and shall receive wntten approval on inspection card before proceediing with successive phases of the ~ob. (6) The issuance of a permit orthe approval o~drewings and specifcations shall no[ be construed to be a permitfor, nor an approval oF, any viola[ion of the provisions of the bui~codes ^or sapy other ordinance, law, rule or regula[ion. P ~ ~ Chief Building DEPARTMENT OF PLANNlNG AND DEVELOPMENT EJ.ildino i'ermit Number : BUILDING INSPECTION [3IVISIOtd - 235-2855 CITY OF WHEAT i21DGC Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 AppLIC_ATIo NI PropertyOwner: /WN'f bUL0040 Property Address : q4(Pl w Contractor License No. : %PjD '2'S . Company: Construction Value : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measumments shown, and allegations made are acwrete;that 1 have read and agree abide by all conditions printed on this application, and that I assume full responsibi or compliance with the Wheat Ridge Building Code (U.B.C.) and all otherapplicable Whe id in nces, forwork underthis permit. (OWNER)(CONTRACTOR) SIGNED • DATE Lq~ Description Permit Fee : ci ~ • Plc.n ch~ ~ r-. p-~-T- : Use Tax : iir , „ . Use: Pnone : ~D3 44~~S • q 409 Phone : Total : s aa SUILDWG QEPARTMENT USE ONLY . ~ 6mpl9-aS sic . Approvalft.C. Zoning: R-~ Approval : 2DY,., -z_ 2a t 4? _ ~ . Approval Occupancy : Wails : Ftoof : Stories . Electrical License No : Company: Expira4ion Date : Approval: Plumbing License No : Company: Expiration Date : Approval: itial Units : Mechanical License No : Company : Expiration Date : Approval : (1) This pertnit wes issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ridge, Colordtlo or any other applicable ordinances otMe City. . (2) This pertnit shall expire if (A) the work authonzed is not wmmenr,ed within sixry (60) tlays from issue tlate or (B) the building authorizetl is suspended or ahandonetl tor a periotl of 120 tlays. (3) It this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the onginal plans antl specifications and any suspension or abandonment has not exceeded one (7) year. If changes are made or if suspension or abantlonment exceeds one (t) year, full fees shall be Oaid Pora new pertnil (4) No work of any manner shall be tlone that will change the naN21 fiow of water causing a drainage problem. (5) Contractor shall notiry the Building Inspector twenty-four (24) hours in atlvance for all inspections and shall receive written appmval on inspection wrd before- proceetliing with successive phases o! the job. (6) - The i:suance of a permR or the approval of d2wings antl spedfica4ons shall not be consW etl to be a pertnit for, nor an approval of, any violaGOn of the provisions of the Luilding codes or any oNer ortlinance, law, rule or regulalion. Chief Eiuitding Inspector . Md(e StOBffleP - amo vanm sc *433, westmiMer, eo aoazi Residential and Commercial Plan Review Plan Review Cwrectim List Praject: Sinple FamYy Residence with attached garape ~ Address: 8461 W,,"lase Wleat RNbe, CO. Date July 11,1881 1999 JV~ Buildinp Type: Type Y-N Yaluation: $81,841.00 P/C fee: S818J5 s ~ o 10/TJi's and Truss specs not induded in this reuiow. SpOOifications and requirmnents for TJI and iruss instaflation shaN be on jobsite for e1spections. vL Provide underfloor ventilation per UBC 2306.1 '~-3 Wall between parage and fiuable space shol be a modified 1 hour wall -16" o.c. fr inp with 5/8" type Xsheetrock taken up to roof sMathing or equiualent Exhaust fan required in bathroom [and Iamdry area] without adequate veMilation W Specify smoke detector locations - main floor level, each sleeping room, the hallway leadinp to the sleepinp rooms,. V./Chanpe applicable note to 1887 UBC, not 1884 . Retaining wall for driveway requires asoparate permit and enineerinp This plan approved - attach correction list to approved plan i ~ Ju1-15-99 02:48P OEVREVFAX 303 235 2857 P_02 CITY OF WHEAT : tIDGE CERTIFICATE OF WAT'ER AND SEWE t SERVICE AVAII,ASILITY Note to Applicant: A building pernvt will not be isstiec without this Certificate siened by the District or Agency supplying services. This Certificate ~ xpires one vear from date of aQorovat bv authorizinE a e~nt_ UUU vJ . -?1-i-h P1C~LO ~t -(D( -qoi Job Address n Date 1 c~T S i.egal Description Use of $uilding c U L 'RF RCT- Owner ~ Address Telephone 1, SEWER Nama of Distria: l,"~CC~T(Zk ua- Fndividual Septic Perrttit No. Sewer Scrvice Available O Sewer Sen ce No[ Available Comments or [ hare6y ce[tify that availabitityQf service is as indicated above. Signature of Authoriud A ent Z^ /y 9 Da e JeA'erson County Health Deparhnent (IF SEPTIC) Authorized. ;ignature Date WATER Name of aistrict; \jk,~Vky~`~_\ z {z~ Cotorado Welt Pernrit 1Vo. Water Seivice Available Wacer Ser ice Not Available CammenLS or Condirions: I hereby certify that availability of suvice is as indipted above. Signature of Avthorized Agent Date 7effersoa Counry Aplth Depaztment (IF WELL) AutLorized : ignatuce 07/15/99 14:03 TX/RX N0.1604 P.002 0 WESTRIDGE SANITATION DtSTRICT 3705 Kipling Street • Suile 101 Wheat AldpO. COlorado 80033 Phone (303) 424-9467 Fax (303) 424-2628 DATE: To : l ~y lv ~.nax d-~w - OQ-.-~-~-9 _ ~rk ~`j 6e-~.. c/ FAx No: 31 8' s-7 FRQM: 64J2.~-~-d-7-e dll FAX NUMSER: NUMBER OF PAGES : JUL-09-1999 16:35 CTTY QF W$EAT F IDG£ CERTIIf,TCATE OF R!ATERAND SEWEI . SEItVICE AVAII,ABII,ITY Note to Applic=t: A bwld"aig pernrit wiIl not be issued witlwut this CeRificate signed by the District or AgeqCp supPiying scvices. 'r'his Certificate e:nires qne veaz fro ace oF approvai 6y mihatisL aizea P.01 yyw -a -qg ra. Address Date Teleppone SEWER Naam of Disriq:. ~YcC Individtial Septic Yamic Na Sewa Secvise Availebk 5ewec Seiv: x Na AvaiJabk Comanwcs ar Coodkicnr ► hteb9 atut¢ Upt avm7&7ityafSamia is as iadidted ahove. Sigoamce ofAUttiamodqZut patt 7dwsoa Caamy FicaGh DqmmWW (g gF,Pt'IC) Am6ociud : ipadnt Date ~VM a~ S) C_s WATER Name et o~ ~cobrado weu Pernpft rto. 0 Water Secvice Availabla Wate Sav se 1~(ot Ava&ble COOIIDCr& OLCmdhiccc.flftlod&2:g %e'.CJ r ~ ~9 ~ . ~+~Ys'+e is a9 ied'iaKd a6ave. SiWatuteoFAuthotiaxd Xgma Date Jdknn CoumY Ralth DqaMem (ff WELL) Acdhoc"rred : igna0nia Date TOTAL P.al owna _ Addcess 7-01-7999 2=08PM FROM LES A PFENNING 303+a23+2341+ P.2 WARRANTY DEED TI1IS DEED, 14ade [his 30TH day of NOVEMBER, 1998 beCween f.ussell J. Mactson nf che Coun[y oE JeEfezson and Scace of Golorado, grancor, and M:irny R. Eulbcrg whoee legal address 16 2501 Oak SC., Denver, ColOYado 8021< o[ che County of Jefferson and Scate of Colorado, grantees: WITNfiSSETH, That the gtantos fos aad in eonsideration of Che-sum oE FiPT1 EYG3iT TNOUSAetn xNU 00/100, ($58,000.00) Dollass, the r¢ceipt and sufficiency oE whieh is . hereSy a<knowledged, has gzanted, bargained, sold and eonveyed, and by_ehese presents does grant, batgain, sell, convey aad CoP£irm unCO the graniee, his heizs and a55ign5 Eorevar, a}1 the zeal pxoparty, togetUez with impxovement5, i£ aay, situaie,lying and beiM19 in the County of Se££ei5on and Staie of Colozddo, desczibed as £Ollows: Luc 5 Rose nid Heighcs, Goun[y of Jefferson, State of Colorado. also known by streee and number as 9461 W. 37ch 41., Wheatridge, Colerado 80033 20GETFIER wi[h all ?ad siagulai the heiediC2m¢nis an8 aBDUStes+ances tRezeCo belonging, os in anywise appeztaining and [he reversion aad reversions, zemaindex and zesiainders, zents, issues and pYOfits thereof, and all the estaGe, ri9hC, title, int4znse, claim and demand whatsoeveY of tha granCOZ, eithez in law oz equzCy, of in and Co the abova bazgained pzemises, with the haredieamen[s and appurtenances. To HAVE AND z0 HOLD the said.premises above bazgaiaed and descriDed, witT the appurCendnC9s, unCD the gzantee, his heizs and assigas £osever. And the gsantor, £Or himself, his heirs and pes6onal zaptesentatives, does eovanant, gsane, bargaia, and agree to aad vith the gzantee, his heizs and a59igns, thae at the cime of the ensealing aAd dalivesy of tIIese pseSenCS,-ha iS aell seized O£ the premises above convexed, has good, 5uze, pPS'£eet, absolute and iadeEea55b18 estaee o£ inhezitanCe, in lav, in £ee Simple, and has good right, full Dawec aod lavful autIIOZity to granc, bargain, sall and convey the sama in manner and form as afozesaid, and that the same are £see and c1eaY £rom all EGYmes and othes gzants, baYgains, sales, liens, taxe5, assessments, entumbranca5 tnd resttictions o£ wk2tever kind ot s+aivra soever, except ce;iral taxes foT 1998 and subsequenc yeazs; ezcepc easements, res[riccions, coveuancs, condicions, reservacions and righcs of way of rewrd, if any; She graneox shali and will WARRANi AND PORMR nEFEero the above-Largainad preWises in the quiet and peaceable possession of the qzantee, his heirs and assigns, againat all and evesy persoe oY persons lawfully claimang the wriole or any past thereo£. ihe singular number shall ineluda the plusal, the pluzal the singular, and the u':e o£ any gender shall be aBPlicable eo ail gendess• IN WISNESS WSSEFEOP [he gsantoz has ez0CUC0d this d@Bd oa the 8ate set EoiCl> above. A'Un, ;,Q L Nr✓~o _~-,ti. - Ruasell J. Matt m STATE OF Ct7IARADO . County of deffersoe by Rus@e11'J:,Mactson ' J f.. . ` . No. 932s+. Rev. 7-84 } ss. The foregoing instrvmane was aClcnowledged beEOre } me ehis 30TH day oE NOVEMesk, 1998 Witeess my nandand o££icial~al- My commission expires 3 StJ`~ NOTARY PI LI~ 3700 E- A1ameaa Ave Siiite 340 Denvet, COIARADO 80209 ~ SUBSURFACE INVESTIC9TTON AND ENGINEERING ANALYSiS PROPOSED SINGLE FAMILY ]2ESIDENCE Eulberg Residence 9461 West37th Place : Wheat Ridge, Colorado Prepared For: Sandra Thompson, Architect . PrOjeCINo.99-5253 May 27, 1999 . . TABLE OF CONTENTS SCOPE ..........................................................1 PROPOSED CONSTRUCTION.......................................... 1 SITE CONDITIONS ................................................1 SUBSURFACE CONDITIONS ..........................................2 FOUNDATION DESIGN RECOMMENDATIONS ..............................4 DRAIN SYSTEMS ........................................:.........5 INTERIOR FLOOR SLAB CONSTRUCTION ...............................5 FOUNDATION BACKFILL 7 LAWN AND LANDSCAPE IRRIGATION ..................................7 INSPECTION AND CONSULTATION 8 FIGURES TEST HOLE LOCATION PLAN Figure1 TEST HOLE LOGS................................................. 2 SWELL-CONSOLIDATION TEST RESULTS ...........................3 - 5 DRAIN SYSTEM DETAIL ..........:.................................6 ' PROJECT N0. 99-5253 May 27, 1999 Page 1 SCOPE A geotechnical and geological engineering investigation was conducted on Lot 7, Block 3, Filing 9 of the Legacy Ridge Subdivision, Westminster, Colorado, to determine the best type of foundation and basement floor system for the proposed structure. Recommendations for design and construction based on soil and groundwater conditions are provided. Conclusions and recommendations presented are based on results of a field and laboratory investigation and experience with similar projects and conditions. PROPOSED CONSTRUCTION One single family residence will be constructed on the lot. The structure will be one story over a crawl space. A wood frame superstructure will. be supported by a reinforced concrete foundation. SITE CONDITIONS The site is located in a fully-developed subdivision on the side of a broad, east-west trending ridge. The surface within this lot slopes gently to the south toward the street: There is a five to six foot elevation differential between the street and front of the property. , f ~ ~ . . ~ . ~ . . PROJECT N0. 99-5253. May 27; 1999 . . . . . . Pa9e 2 . Grading operations may have been conducted to achieve existing contours, but surface contours do not appear to have been changed significantly. There is no indication of recent fi11 placement. The only apparent geologic hazard that may affect the proposed construction is expansive soil and bedrock. Recommendations for mitigation of this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two foundation design test holes within the approximate building envelope. Test hole locations are shown in Figure l; Test Hole Location Plan. Test holes were drilled to a depth of 30 feet and samples were taken at various intervals based on anticipated foundation and basement floor slab bearing depths and materials encountered. Lithologic logs and Standard Penetration test results are shown in Figure 2, Test Hole Logs. Soil is approximately 13 to 23 feeb thick. Below the soil is interbedded claystone and sandstone of the Arapahoe Formation. Detailed soil and bedrock descriptions are presented in the test hole logs. Soils consist of slightly sandy to sandy, stiff clays typical of mixed slope wash and wind-blown deposits. Soils are in intertonguing lenses, stringers and beds of varied properties and will vary unpredictably laterally and vertically. ~ . . . ~ . ~ . ~ ~ ~ ~ . ~ . . ~ ~ ~ PROJECT N0. 99-5253 . . - . ~ . ~ . ~ . . . . . . . , . ~May 27, 1949 ~ . ~ . ~ ~ , . ~ . . . . . . _ ~ ~ ~ Pa9e 3 . . Bedrock underlying the area has been mapped by the U.S.G.S. as Arapahoe Formation. This formation consists of blocky, medium-hard to hard claystones with interbedded lenses of fine-grained sandstone and siltstone. Claystone is the predominant rock type and was encountered in both test holes: Swell-consolidation testing conducted on five representative clay samples from depths of three, six and nine feet indicates that the clay has moderate to high swell potential. A sample of clay from TH-1 at six feet swelled 5.7 percent when saturated under a constant load of 1000 psf_ Three other samples swelled between 4.6 and 4.9 percent under similar conditions. Detailed results of swell-consolidation tests are presented in Figures 3 through 5. Groundwater was encountered in TH-1 during the drilling opera- tions at a depth o£ 29 feet. Water was at depths of 17 and 22 feet in:TH-1 and TH-2, respectively, when holes were checked four days after drilling. Groundwater appears to be contained in localized perchedcvater tables within the bedrock. Due to the geologic and topo- graphic location of the site, it is unlikely that existing groundwater will affect the residence after construction. Shallow`perched water tables may form below the site during periods of high'precipitation and surface water inflow, i.e., spring and early summer. Development will change surface and subsurface drainage and may cause formation of perched groundwater tables. PROJECT N0. 99-5253 May27, 1999 Page 4 FOLiNDATION DESIGN RECOMMENDATIONS The structure should be supported by drilled straight shaft piers designed for a maximum end bearing pressure of 20,000 psf and a maximum side shear.of 2,000 psf. A minimum dead load of 10,000 pounds should be maintained on all piers. Piers should be drilled a minimum of 20 feet deep. The use of small diameter piers and long-grade beam spans is recommended. Al1 foundation walls should be designed to withstand lateral pressure from backfill soils. An at-rest equivalent fluid pressure of 60 pounda per cubic foot (pcf) should be used. A six-inch void should be constructed below grade beams. Void ' material should be water resistant and placed to prevent inovement during concrete placement. Care should be taken to insure no mushrooming is allowed at the tops of piers. A minimum one-foot section of "sona-tube° the same diameter as the pier should be installed at each,hole prior to pouring concrete. Alternative methods may be used if approved by our representative at the time of, or prsor to, pier installation. Groundwater may be encountered during pier drillirig operations in some holes. Available information indicates placing concrete immediately after piers are drilled (drill and pour) should be possible. Concrete should not be placed in piers with greater than four inches of standing water im the bottom. Displacing water by pumping concrete from the bottom up may be possible if excessive water is encountered. Temporary casing will be required if pier holes are sloughing or caving. PROJECT N0. 99-5253 May 27, 7999 . . . ~ Pa9e 5 . DRAIN SYSTEMS Drain systems should be constructed around basement foundation perimeters. Drain systems should be constructed in compliance with details shown in Figure 6, and graded to a sump pit, either inside or outside the structure. Excess waier should be removed by an automatic pump. Particular attention should be given to placing polyethylene along the bottom of the drain and up the fouridation wall and to proper grading of drain pipe. Improper grading, such as high or low spots in the drain pipe, could result in damage to the foundation and superstructure by over wetting o£ foundation bearing soils. INTERIOR FLOOR SLAB CONSTRUCTION Building plans currently do not include below-grade habitable space (basement area). The following recommendations are provided in case plans are modified to include a'basement. The builde.r and/or owner should be aware that concrete floor slabs placed on expansive bedrock or clay soil may move if support materials become wet. Construction of a floor system suspended above the expansive material is a common,means of helping to assure that slab movement will not occur. Expansion potential of materials at, and below, basement floor depth indicates there is a high risk of severe basement slab movement. . . ' . PROJECT N0. 99-5253 May 27, 1999 . . . . . . . . . . Pa9e 6The following procedures will help improve slab performance, minimize movement and prevent damage if some risk of movement can be tol,erated: 1. Subgrade should be prepared based on the soil type encountered. Expansive clays should not be compacted more than necessary during excavation and construction. Clays should not be allowed to dry excessively. Th,e surf.ace should be thoroughly wetted 24 hours prior to slab placement. Construction of interior perimeter drain systems graded to a sump within the basement area will also help prevent slab movement and is recommended if a concrete slab is used for the basement floor. 2. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to a11ow iiidependent movement (i.e., a "floating slab"). 3. Joints should be scored in the slab at maximum 200 square foot areas. 4. A minimum void space of two inches should be constructed above or below any nonbearing partition walls. In finished areas, furring strips, drywall, paneling, etc. should stop a minimum of two inches above the floor. 5. If hot water heating is used, the piping should not be placed under the floor slab. If forced-air heating is used, a flexible connection should be utilized to allow some movement between the furnace and the heating ducts. 6. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexibie connections and allowance for movement with the slab. 7. Foundation drain systems and landscaping should be completed in strict compliance with recommendations outlined herein to help prevent wetting of slab support soils. ' j I . ~ ~ ~ I, . . . . . . - PROJECT N0. 99-5253 . , . . . - . . May 27, 7999 . . Pa9e 7. . FOUNDATION BACKFILL Backfill placed against foundation wa11s should be free of trash and fragments of rock over six inches in maximum diameter; moistened and adequately compacted to prevent excessive-settlement. Walls should be a minimum bf seven days old prior to backfilling. Walls over four feet high should have the floor system in place or be well braced prior to backfilling. Controlled puddling should not be used. Areas surrounding the foundation should have a positive slope away from the walls. A one-foot drop in elevation for the first ten feet away from walls is recommended. The owner should periodically inspect the surface around the foundation to locate and correct grading problems which may occur due to ~ normal settlement of foundation backfill. LAV7N AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be controlled as much as possible to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within fi6e feet of foundation walls. Drip or mist irrigation systems should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas directly adjacent to foundation walls. Shrubbery planted within five feet of foundation wa11s should be hand watesed and this watering should be minimized. . I i . . . . . ' . . . . . . . . . . . PROJECT NO. 99-5253 May 27, 1999 Page 8 Downspouts and sill cocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or downspout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to foundation construction. Pier drilling operations, rei:nforcing steel placement, and drain system construction should also be inspected to insure compliance with these recommendations. We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. TEST HOLE LOCATION PLAN 9461 WEST 37th PLACE WHEAT RIDGE, COLORADO I ^ ~ i i i ~ I PTH-1 ~ I ~ ' PROPOSED RESIDENCE I ~ TH-2 I • 1 ~ 1 I I I I 1 I ~ . EXPLANATION 3o ts q 30 •TH-1 FOUNDA710N DESIGN IEST HOLE SCALE: 1_30' Test holes were lowted using taping. and map . measureme0t. Locations should be considered . accurate only to the degree implied by the method used. ' . . , . . . _ . ~ PROJECT NO. 99-5253 COMPLETE ENGINEERING SERVICES FIGURE 1 s io n/i z S-C +a.s% za/i2 S-C +a.sq zo/iz S-C +i.a% s zo/i z S-C +s.7%- , zi/iz S-C io +4.6% i6/12 15 15 4 i6/12 20 20 q 25 25 30 30 EXRLANATION: ~ CLAY; sandy, slightly calcoreous, stiff, slightly moisl, 73/12 lndicotes location of standard penetration light brown, (CL). 5-C test. Indicates 13 blows with a 140 0A7, pound hammerfolling30 inches were ~ SANDSTONE; fine grained, silty, hard, slightly moist, rust. . required to drive a 2.5° diamefersampler12 inches. S-C indicates sample tested tor swell-consolidation potential & percenL . . . ~ CLAYSTONE; blocky, silty, hard, slightly moist, lan to olive.. , swell or consolidation H. . . Indicates -approximate locotion of boundary . . between lithologic units. Transition may . . be graduaL. . 2 Indicates depth to water measured at given, . - number of days after drilling. PROJECT N0. 99-5253 COMPLETE ENGINEERING SEBVICES FIGURE 2 SWELL-CONSOLIDATION TEST RESULTS : 4 ~ 3 ~ Z 2 G~ L I6' 0 1 , F 0 2 , U) . . . ~ p 3 I U . MOISTURE CONTENF. . 9.6% UNIT-0RY WEIGHT: . 176:4 pcf ~ . . DESCRIPTION: qay, sandy, bcown FROM: TH-t AT 3 FEET SWELL UNDER CONSTANT PRESSURE DUE TO WETTING ~0.1 1.0 . . . . 10 ~ . 100 APPLJED PRESSURE (kaf) 8 ! 6 I ~ Z a 4 i ~ ~ 2 it i - 0 i 2 ( 75 ~ F 0 4 0 N Z p 6 U - - - MOISTURE CONTENT: 17.99 UNIT DRY WEIGHL• . 710.5 pcf . DESCRIPTION: . Clay, sandy, brown FROM: TH-1 AT 6FEET . . . . SWELI UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 ~ 7.0 ~ 10 . ~ . 700 . ' . . , ABPUm PRESSURE (kaf) r.~r PROJECT N0. ~ 99-5253 ~ COMPLETE ENGINEERING SERVICES FIGURE 3 SWELL-CONSOLIDATION` TEST RESULTS 4 ~d 3 g O 2 ~ x o i z 0 F a ~ 2 p 3 U . MOISTURE CONTENL . 18.0%. UNIT DRY WEIGHT: 109.,0 pcf - - DESCRIPTION: Clay, sandy, brown FROM: TH-7 AT 9FEET SWELL UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 4 3 3 tTi (L 2 ~ t 1t 0 1 ~ F o Z ~ y 6 3 1.0 . 10 APPLIED PRESSURE (k4 100 MOISTURE -CONTENL 17.6% UNIT DRY WEIGHT: . 110.6 pcf . . DESCRIPTION:Clay, sandy; brown FROM: TH-2 AT 3 FEET L I A SWELL UNDER CONSTANT PRESSURE DUE TO WETTING O.T 1.0 10 APPLIED PI2ESSURE (kaf) r~.... PROJECT N0. ~ 99-5253 ~ COMPLETE ENGINEERING SERVICES 100 FIGURE 4 4 ~ 3 tTi <& O 2 1 1! 0 1 z 0 F 0 2 ~ p 3 U MOISTURE. CONTENT: 17.69 UNIT DRY WEIGHT: 110.4. pcf . . DESCRIPTION: Clay, sandy, brownFROM: -.TH-2 AT 6 FEET SWELL.UNDERCONSTANT PRESSURE DUE TO WETTING . 1.0 . lU. a.~ APPLIED PRESSURE (kafl MOISTURE CONTENL UNIT DRY WEIGHT: DESCRIPTION: FROM: 4 F5 3 ~ Z a 2 ~ t K 0 7 ~ F a 2 0 ~ m t3 3 SWELL UNDER CONSTANT - PRESSURE DUE TO WETTING 0.1 1.0 APPLIm PRESSl1RE (kaf) em-~ PROJECT NO. 99-5253 COMPLETE ENGINEERING SERVICES SWELL-CONSOLIDATION TEST RESULTS 1W FIGURE 5 DRAIN SYSTEM DETAIL DRILLED PIER FO UNDATION FINAL GRADE COVER WITH +5 MILL PLASTIC AND - DECORATIVE GRAVEL . . . : a . . - . . . WOOD SYSTEM a o II-III-~ 1 a e l FOUNDATION WALL ° I~ I-I I TION DA T VATION I BACKFILL ~ ~ + 5 MIL POLYETHYLENE GLUED TO WALL AND ° EXTENDED ALONG BOTTOM ~ OF EXCAVATION a a MIRAFI 140N FILTER ° FABRIC OR EQUIV. . . . . u°•°`v`oo'P°o~bs . . . . MINIMUM 8° CLEAN GRAVEL VOID BETWEEN PIERS (MINUS 3/4") ~ 12° LONG SONA-TUBE ~ ~45 DEG. MAX. OR EQUIV. ~ 3" DIAMETER PERFORATED PIPE MINIMUM SLOPE 1/8" PER FOOT. DISCHARGE TO SUMP WITH AUTOMATIC PUMP OR GRAVITY OUTFALL PROJECT N0. COMPL ETE ENGINEERING SERVICES FIGURE 6 99-5253 J~- CCaL c mt-c - g- k-S-~ \wm L'IA q~t~AS k);1tCI. CITY OF WHEAT RIDGE U~ Mb{1dJ.V [CATE OF WATERAND SEWER SERVICE AVAILABILITY I A building permit will not be issued without this Certificate signed by the District or Agency supplying services. This Certificate expires one vear from date of approval bv authorizins aeent• Job Address Date Legal Description Use Owner ~ Address Telephone Name of District: SC~~1- rarit No. ( ) Sewer Service Available Camments or Condifions: I hereby certify tha[ availability of service is as indica,.,.. a.„vc Slgnature of Authorized Agent Jefferson Counry Health Departmen[ (IF SEPTIC) Da[e Authorized Signature Date WATER Name of Disu-ict: \~~-'A~ Colorado Well Permi[ No. O Water Service Available O Watec Servi~e Not Available Commenu or Condiflons: I hereby certify that availability of service is as indicated above. Signamre of Authorized Agent Date Jefferson County Health Department (IF WELL) Authorized Signature Date 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The City of oF WHEqp ~ i GWheat ~ m GRidge COtORAVO LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE ~ 1 1 ~9 ADDRESS ~ 'T (p ~ VJ • ~j~ ~ ~Iq Dear Contractor: In conjunction with the approval of the building permit applicatiora for the above referenced address, this letter is to inform you that all existing 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 Department, 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 condition(s)of the public improvements at this address. If/y~i have any questions, please contact me at 235-2868. Si erely, Greg~udson, M.P.A. Development Review Engineer cc: File (303) 2343900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235•2949 o~ w~r DEPARTMENT OF PUBLIC WORKS F '~d BUILDING PERM/T APPLICATION REVIEW c0L 0 R P Date: 1 1 °l Attention: Building Department I have reviewed the attached materials submitted in application for approval of aPC.a 6fz at the above referenced address. Please note the summary comments below. 1. ~ Boundary Closure: X OK T Not OK; refer to stipulations. 2. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Lot drainage/grading to be review ed by Building Division ~ d. Site drainage/grading provisions have been reviewed and are: OK Not OK; refer to stipulations. 3. NPDES Permit Required: _ Yes C No 4, _ Public Improvements: a. street paving needed: Yes X No b. curb and gutter needed: Yes A No c. sidewallc needed: Yes ~ No d. street lights needed: Yes )r No e. storm sewer needed: Yes x No £ letter of credit required: Yes x No If a letter of credit is required, for what improvements? Amount of letter of credit: 5. Subdivision Improvement Agreement required: Yes K No 6. _ Development Covenant required: Yes No - If Yes, for - 7. Traffic impact analysis and report required: Yes X No 8. - State Highway Access Permit needed: Yes x No 9. r New roadway or alley R.O.W. dedication recommended: Yes x- No If yes, what is recommended? 10 _ All existing dedicated roadways/alleys meet the standards of the City: Yes No If no, ich do not and what is requested: _ ` - 11. AP R VAL: T Public rks Depariznent has reviewed this request and hereby gives its app o al, subjec to the abo e and/or attached stipulations. ~ I.l Sign re Greg Knudson Date gq 12. _ NO PR VAL: The Public Works Department has reviewed this req uest and does not give its approval far the reasons stated: 13. 14. Signature Greg Knudson Date Stipulations attached: _ Yes LC No PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date Applicant AnrDG+4 aim~~ Phone # Location of Construction 014 •~~~h ~a Lt Purpose of Construction Ma ~e Building Permit Value'TSD Single Family _A Commercial Multi-Family DEVELOPMENT REVIEW FEES 00 Development Review Processing Fee: $50.00 $ Sd (for document processing) o; Single Family Residential Review Fee: $25.00 $ ZS, (for review of applicable technical documents ) Commercial/Multi-Family Review Fee: $50.00 fee (for review of existing technical documents), $500.00 fee (for review of technical documents for construction in right-of-way, final drainage report and erosion control plan). $ Subdivision Improvement Agreertient Fee: $125.00 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 $ - 0' (for document application and processing) Traffic Impact Study Review Fee: $100.00 $ -0' (for document review and processing) Flood Plain Variance Review Fee: Class I=$100.00 Class II =$150.00 (for document review and processing) TOTAL REVIEW FEES: (due at time of buildin ) ~ g permit issuance PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITfING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant r~/ Date ~ a.