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Home My WebLink About3210 Oak Street4 .Z� 17®6 RP3 ltd aa�c S INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci-wheatridge.co.us/inspection INSPECTION a IOEOmeSeII NE: (303) 234-5933Cancellations must be submitted vionline m. the day of th Occupancy/Tyne Inspections will not be performed unless this c e inspection IV "Request an inspection before 11:59 P.M. (midnight) to receive n inspection the folloed on w ng business day. Inspector Must Sign ALL Spaces pertinent to this project s day Foundation Inspections Ins ector Date p Pier Initials Comments Concrete Encased Ground (CEG) Foundation / P.E. Letter DON t Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Electrical Initials Comments Sewer Service Plumbing DON t Cover U Rough Inspections Mid -Roof �uc:a_..J--SII Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Kough Grading Insulation Drywall Screw / Nail Final Inspections round or Below/In-Slab Work Prior To Date Inspector Initials Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing anal Mec apical Roof T , w/Doors Final Building Date Inspector Initials oval Of The Abo Inev s Comments Comments Inspections from these entities -shouldbe -re q quested 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. � NOTE: All items must be completed and a N Occupancy is issued. A pproved by Planning, Public Works, Fire and Building before a Certificate Approval of the Final Building inspection does not constitute authorization of occupancy. `For low voltage permits —Please be sure )y the Building Division. that rough inspections are completed from the Fire District and electrical to w voltage Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 2 ons Property Address Permit Number Permit Issued Date Owner Informa► Property Owner Information Property Owner Address The City of Wheat Ridge Third Party Form Check List 3210 adks� - � � 4 fj J Inspector Information Inspection Company ,S Inspector Name Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearby acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well asYaity of Whe t Ridge Policies and Procedure and Manufacturer's recommendatnd speci; ' s. Inspector: Date: Property Owner Statement of Acknowledgement *1 hearby acknowledge that I am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Whe Ridge ild' Di ision inspection. Propery Owner/Agent. Date: q_,9& M I `? This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side Roof Inspection ❑ N/A y' -pass ❑ Fail [F'N/A ❑ Pass ❑ Fail ❑ N/A E Pass ❑ Fail ❑ N/A E Pass ❑ Fail AS IL ❑ Pass ❑ Fail N/A ❑ Pass ❑ Fail ❑ N/A [Pass ❑ Fail ❑ N/A [Pass ❑ Fail ❑ N/A [�J Pass ❑ Fail ❑ N/A [Pass ❑ Fail ❑ N/A [Pass ❑ Fail [P�N/A ❑ Pass ❑ Fail ❑ N/A [Pass ❑ Fail ❑ N/A [ l], Pass ❑ Fail ❑ N/A D- Pass ❑ Fail ❑ N/A [ti Pass ❑ Fail ❑ N/A 19' Pass ❑ Fail ❑ N/A ['Pass ❑ Fail KV N/A ❑ Pass ❑ Fail [:�'N/A ❑ Pass ❑ Fail [k'N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail [✓]'N/A ❑ Pass ❑ fail KN/A ❑ Pass ❑ Fail Met I oof Shin( ❑ N/A El ss ❑ Fail ❑ N/A ❑ N/A ❑ N/A ❑ The City of Wheat Ridge Inspect' st notes Mid -Roof Structural roof components Verify that no more than 2 layers of shingles exist Flashing for roof and walls If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) Verify sheathing nail pattern (See Policy & Procedures) Crickets and saddles where needed Verify B vent must have boot same gauge as pipe Verify vent caps Verify no flashings are damaged or rusted Step flashing shall be min. of 4x4 piece per shingle Verify scuppers allow for proper drainage Ice and water shield 2' in heated wall spaces Underlayments must follow 2012 IRC / 2012 IBC Verify roof slope for proper drainage Dripedge shall have min of 2" overlap Dripedge should extend down min 2" past roof deck Dripedge shall be mechanicaly fastened 12" OC 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope: Exception, detached garages, patios, carports, open on three sides with min. slope of 1:12 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope Above roof insulation R-25 Below roof residential R-38 Below roof commercial R-32 Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal roof shingles shall not be installed on slope less 3:12 ?ass ❑ Fail Metal valley flashing shall be the same material as roof Pass ❑ Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a / a min. of 4" ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes Company Name: Inspector signature: Date of Inspection: i - -. _l MAU72 The City, of Wheat Ridge InspeC66n Check List notes Final Roof J Roof Inspection _- -- ❑ N/A ItrPass ❑ Fail [�rN/A ❑ Pass ❑ Fail Structural roof components ❑ N/A Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A 1,14ass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the J -N/A permit description (Valuation must be adjusted) LJ ❑ Pass ❑ Fail Verify sheathing nail pattern (See Policy & Procedures) Fu?'N/A ❑ Pass E] Fail Crickets and saddles where needed N/A F1r 1z pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Ek -Pass ❑ Fail Verify vent caps ❑ N/A Gass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A [?"Pass ❑ Fail Step flashing shall be min. of 44 piece per shingle [�/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Gass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A [Pass ❑ Fail Underlayments must follow 2012 IRC / 2012 IBC ❑ N/A Q,P-ass ❑ Fail Verify roof slope for proper drainage ❑ N/A Q Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A Pass E]Fail Dripedge should extend down min 2" past roof deck F-1 N/A 8ass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC E"/A ❑ Pass ❑ Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 Eg-N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope [g -N/A ❑ Pass ❑ Fail Above roof insulation R-25 ❑ N/A ❑Pass ❑ Fail Below roof residential R-38 EJ N/ ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications - Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements ❑ N/A Pass❑ Fail Metal roof shingles shall not be installed on slope less 3:12 F-11 N/A a s ❑ Fail Metal valley flashing shall be the same material as roof F11 N/A ❑ ss _ ._ -❑ Fail Metal_WIley flashing shall extend a min of 8" from the centerlin;with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" He Roofs Requirements ❑ N/A Pass ❑ Fail Clay and concrete tile shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Final Roof Notes Company Name: Inspector signature: Date of Inspection: �yw A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIIOJN NOTICE Inspection Type: fl) f f '! Job Address: '3 e / o Permit Number: Z U/ -7 ( ❑ No one available for inspection: Time AM/ Re -Inspection required: Ys No�1 When corrections have been tm�ade, call for re -inspection at 303-234-5933 4 Date: / (� / % Inspector: DO NOT REMOVE THIS NOTICE i City of Wheat Ridge Vr Residential Roofing PERMIT - 201706983 PERMIT NO: 201706983 ISSUED: 09/06/2017 JOB ADDRESS: 3210 Oak ST EXPIRES: 09/06/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles - 45 sq Pitch = 10/12 *** CONTACTS *** OWNER (•720)299-5684 SCHULTZ ERIC R SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2403 / APPLEWOOD VILLAGES, PROSPECT V BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31,860.00 FEES Total Valuation 0.00 Use Tax 669.06 - Permit Fee 522.55 ** TOTAL ** 1,191.61 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. ® City of Wheat Ridge 1 Residential Roofing PERMIT - 201706983 PERMIT NO: 201706983 ISSUED: 09/06/2017 JOB ADDRESS: 3210 Oak ST EXPIRES: 09/06/2018 JOB DESCRIPTION: Residential Re -roof to install CertainTeed asphalt shingles - 45 sq Pitch 10/12 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be perfonned and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or rONTRACTOR(Circle one) Date 1. This permit was issued bas etmation provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies andprocedures. 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, anew permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a 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 !-ssuang& 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 . e c applica or any ordinance or re�gulation of this jurisdiction. Approval of work is subject to field inspection. AL,t „� -. J Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett From: no-reply@ci.wheatridge.co.us Sent: Tuesday, September 5, 2017 1:47 PM 2( To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes I f exrwj residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION L Property Address 3210 Oak St Property Owner Name Eric Schultz Property Owner Phone 720-299-5684 Number (enter WITH dashes, eg 303-123-4567) 89 61 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract Field not completed. Yes Scanned from a Xerox Multifunction Printer.pdf CONTRACTOR INFORMATION Contractor Business Excel Roofing, Inc Name �L Contractor's License 018118 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 3037616400 4510 S FEDERAL BLVD Contractor Email Address excel@excelroofing.com Retype Contractor Email Address DESCRIPTION OF WORK TOTAL SQUARES of the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? excel@excelroofing.com 45 31860.00 No 90 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? What is the pitch? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof. Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) No Yes 10/12 45 Certainteed Presidential Shake Asphalt House SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 91 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. Name of Applicant James Bretz Email not displaying correctly? View it in your browser. 92 Excel noaft.tig GAle're ort Top 011t Date: 812112017 Copy of Eric Schultz . -. 45110 S FEDERAL BLVD ENGLEWOOD CO 8011110 303.7611.6400 Proposal/Contract 21 ,-33� ExceiRoaftirg.com -A� Proposal submitted to: Eric Schultz Address: 3210 Oak 5t Wheat Ridge 80033 Phone #: 720-299-5684 Email: erlc@schultzindustries.nettI'7t �T �- t�'t Job Style:2 story We hereby propose to furnish materials and labor necessary for the co on of: L Ittetaflation of the; certainT President' hake Limited Life asphalt roof system installed per the manufactures rec4mmcnditior, tttau tuere:—Golor: Ave t!M HPN A. Provide Workman's Comp and Liability Insurance. (Acord Ins 303-762-1717) and Pinnncol ins. 111. obtain btttlding permit from city or county. (cost not included) C. Provide Carbon Monoxide Alarm at start of project. D. Remove all layers of rusting roofing, currently has: 1 E. Inspect Roof decking; f Sa per sheet to replace if needed. F. Ensure that all eaves and gables have metal drip edge. white G. Install New dingle undeila}ment(s) that meet or exceed code: Synthetic H. Ensure all MIAC vents arc properly flatbed & painted, install & paint new neoprene flashing on all plumbing vent pipes. ' I. Install asphalt shingles to manufacturer's recommendations with 1 V. inch galvanized nails, 6 nails per shingle z J. Attic ventilation: Excel Roofing recommends; Will replace 10 vents with RVS5's K Install matching tiddge shingles I— Final inspection with Project Manager at completion of project and call for final permit inspection. it. Workm:taship is guaranteed for Five (5) years. Free transfer to new owner. M. Excel Roofing will clean up, use nail magnet and haul all debris at completion of project. W. Excel Rooting will wash the roof at completion of project ___._..._ ---------- __ �___ ____._..... _..._ D Additional items: Price Includes applying ice and watershieid in valleys and aroundperimeter of home 24" Inside the exterior walls. Replacing bathroom vents (3), replacing flue cap and 2 rain caps, flashing all walls and chimney. g Certainteed recommends open valleys with a Presidential Shingle application. l Any and all Unforeseen Code Upgrades, Supplemental items and permit fee will be billed to the insurance company, if it is an insurance claim and the policy allows. Excel Project Manager: Eric Anzellus Email Eric@exceiroofing.com Phone #: 3034W6-5631 Excel Roofing We're or, Top of It Exce:'R oFtng.conz Copy of Eric Schultz Pages' of 2 Fircel Roofing Copy of Eric Schultz ExcelRaofing.ccm We're on 71op of It IV. Home and Roof Options: Cost for removal and replacement of Roof, including all labor and materials. $ 31,860.00 Replace 383 Feet of 5 inch gutter 0 Feet of o/S Colon N/A $ 2,375.00 Cost to upgrade to a Limited Lifetime Class 4 impact rated shingle Free Cost for additional attic ventilationif needed; $ - Cost to replace flat roof area with: Color: N/A $ - Cost to add a inches of blown in insulation on top of the existing attic insulation. $ _ Cost for any additional items noted on the ist page of the contract, $ _ Payment Options: *Please initial next to the payment option of choice* A: Payment using Financing: *Payment play Options, WAC* Amount to be financed $ 36,289.10 *Please note that Excel does not make any additional monq on these fees & 62- Dealer # 11545 ph, 9 866-393.0033 12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest ($3,024.09) ($735.64) ($440.10) fmttots tnldbls tnrt 4 B: Payment using Credit Cards Cost of Project it paid by credit card. This price reflects the 3% convenience fee $ 35,262.05 u►utots C: Payment by cash. check or secured funds _ $ 34,235.00 1171dals, plus permit fee Terms: 100% Payment due upon completion of each phase of work Total Cost does not include City/County Permit fee. According to Colorado law if the services provided are paid through an Insurance claim it is illegal for a Contractor to pay the homeowner's deductible In whole or part, also any deposit paid by the Homeowner must beheld in trust. The homeowner may cancel this contract at any time prior to construction. If the material has been delivered or the permit has been purchased then`the homeowner shall be obligated to pay the delivery and permit costs. The homeowner may also cancel this contract If they are notified that their claim is denied In whole or part. All work to be completed per standard industry practices according to specifications submitted. The homeowner agrees that if any additional Work is required to complete the above specifications involving extra cost they will pay these additional charges. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner agrees to carry regular homeowners insurance. Excel Roofing will not be held liable for any structural movement, settling, cracks in drywall, damage to driveway, or any damage to siding due to the roofing or loading process; finance charges of I X percent per month will be added to any unpaid balance. in the event collection action is taken to recover payment under this agreement, Excel Roofing, Inc., should be entitled to reasonable collection and attorney fees and costs Incurred In such action. Excel Roofing'sliability Insurer is Cincinnati Insurance Company, 6200 S. Gilmore Road, Fairfield, OH 4501.4-5141. This proposal may be withdrawn by Excel if not accepted within 7_days. The approximate start date shalt be within,60_days of acceptance of this proposal. Eric Anzel us Project Manager Date: $/21/2017 CCH Phone # 303-886-5631 303-761.6442 Fax AEeM'LW— Ce of'C0ntWct The move price, specifications and conditions arc wtis&ctoty and are hereby accepted. Excel Roofing, fnc. is hereby authorized to do die wodc as qvd&d and payment w ii be ttiac to Excel Roofing, Inc., as oudined above. ExcelRoofing.com Copy of Eric Schultz Excel Roofing We're on Top of i Pages 2 of 2 INSPECTION RECORD o ccupancy /Type _ __ EL;IIO rtINE:rt3$3j23 5933 -- Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS D DATE I INSPECTOR C COMMENTS Footings /Caissons . Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETES AB FLOOR _ Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ";. ROUGHS Sheathing Lath / Wall tie Mid -Roof Electrical Service r, Rough Electric Rough Plumbing - ' Gas Piping a- Rough Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING ` Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof / Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. " * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ;. CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED P RFITF1 - T --- TI4Iq - ` - APn F :PnM - TW€ WF AT - _____ - -__- - -- --___ -_ -_ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED P RFITF1 - T --- TI4Iq - ` - APn F :PnM - TW€ WF AT - _____ - -__- - -- --___ -_ -_ ♦ i CITY OF WHEAT RIDGE 1 ~-j- Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: pt"()- Job Address: PIC onk 9, Permit Number: U(Mo ok ❑ No one available for inspections: Time AM/ M Re-Inspection required: Yes ~No/ When corrections have been made, call for re- h€spectlon at 303-234-5933 Date: f d t Inspector: ' L DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division ]!?(303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 235 -2857 Fax INSPECTION NOTICE Inspection Type: s99irix�r' Job Address: 3;210 0,4iC 57 Permit Number: 0 �✓?? .v-71 � 7� 1200 s's 42P -i SYCe. � e?,�t? JatL ,.es�SGF� 451,✓. /fc oc/ t ,IJ,L - n tt yv y r6JJS >C ;' > ❑ No one available for inspection: Time d? f 1 AM /PM Re- Inspection required: ( )- No 'When corrections have been made, call for re- inspection at 303- 234 -5933 Date: /2l,X ®9 Inspector: DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE 91 Building Inspection Division (303) 234-5933 inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: IV S-t r»r Job Address: 32((0 014 . Permit Number: 0q (,91~0 ~'-rt'I aDF'( rFP4' iA^ ~d ~+crr~~ P>PI-~nP -V'".~N/1! f 4 ❑ No one available for inspection: Time Re-Inspection required: Yes 60 *When corrections have been made, call for re-ins action at 303,234-5933 Date: n , Inspector: 5L,4 11Se r,& DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: (-~`rfl(p (E'f (:"f E ,1 ' LC Job Address: 71/L? = er S'( Permit Number: (00 No one available for inspection: Time AM/PM Re-Inspection required: Yes No "When corrections have been made, caff for re-Inspection at 303-234-5933 Date: Inspector: tf-, `-VA 7cr DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line _(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1.'mra f W,'vdVied ' Job Address: 3tC)a . Sf. Permit Number: q 3? 37;, "t 1A Tyd'M 11 le, s ❑ No one available for inspection: Time P3 AM!PM t Re-Inspection required: Yes '~No~ When corrections have been made, call for re-inspection at 30~3-234-5933 i Date: /(,-2rj,1'V Inspector: i" f DO NOT REMOVE THIS NOTICE City of Wheat Ridge Res. Miscellaneous PERMIT - 093233 PERMIT NO: " 093233 "ISSUED:` 10/12/2009 JOB ADDRESS:. 3210 OAK ST EXPIRES: 04/10/2010 DESCRIPTION:! Replace 12 windows due to :storm damage ***CONTACTS owner 720/299-5616 Eric Schultz sub 303/794-843G Stephen Eckert 08-0239 The Window Works Inc **'sPARCEL INFO ZONE. CODE: UA USE: UA SUBDIVISION:: 0649 BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED :PROJECT VALUATION: 10,500.00 FEES Permit Fee 253.90 Total Valuation .00 Use :Tax 189.00k-. TOTAL 442.90 t Conditions: ' Tempered glazing required within 24 inches of doors and in tub enclosures. Subject to field inspections. I hereby certify. that the 'setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or uI tions of the City of Wheat Ridge or covenants, easements or restrictions of record; :that all measu ments shown, nd allegations mad are :accurate; that I have read and agree to abide. by all conditions printed on this appl. at n a :tha Kass e f 1 re ns ib' y for compliance with the Wheat : Ridge Building Code . (I.B.C) andall other app 'c e at d 0 inan as, under this permit. Plans subject ` to field inspection. at of. contracto caner .'date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the :Zoning Regulations and Building Codes of Wheat. Ridge, Colorado or any other.: applicable ordinances of the City..: 2. This permitshall 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 aSnew 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 thee. building codes or any other ordinance, law;. rule or regulation. All plan review is subject to field inspections. Signatur ' of Building. Official date INSP IO REQUEST LINE: (303)234-5933 `BUILDING OFFICE:: (303)235-2855`. REQ TS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE 'FOLLOWING BUSINESS DAY.': eW"~'T City of Wheat Ridge Building Division ao .~2 Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan ea<oRAO° ° Inspection Line: 303-234-5933 Permit 7GJ, ~r Building Permit Application PrgpertyAddress; 3a [D QA-K 4, lk)JtCa -ri Gd_ CO> 9'0e30J Property Owner (please print): Et j G k P!. M a A KI ~ a Phone: 7 91,0,- PL C1 cl- Mailing Address: (if different than property address) Address: City, State, Zip: contractor: F"- 1A/L41A fl) 1A)6r-KCZ -144 r- C] 6A Cgs4te. s~. soete, 11f,,~ Contractor License J990 A31 Phone: o~ ! -3 ?F 2- Sub Contractors:. Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: $ `s ego NOS~rlptlglnv fworli (as calculated per the Building Valuation Data sheet) + ,.C' Plan Review (due at time of submittal): $ dv Ijl1'°'' ~:C.) i^(~T ~Il~) l.a~(! 1 G'7' C.-tK , Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to fie ction. CIRLCE ONE:: (OWNER) (CONTRACTOR) PERSONAL REPRESE EyrlowN )A NTT i4TC] PRINT NAME: ~Y? eG f$GNATUR.E °°1 ° Date: "4' City of Wheat Ridge N Residential Roofing PERMIT - 091830 PERMIT NO: 091830 ISSUED:..- 09/01/2009. s JOB ADDRESS: 3210 OAK ST EXPIRES: 02/28/2010 DESCRIPTION: Reroof:. 47 sqs, CONTACTS owner 720/299-5684 Eric Schultz - SUB 303/659-8088 Mike Aberle 02-1956A&H Roofing, LLC * * PARCEL INFO * j ZONE CODE : UA USE: UA 'j SUBDIVISION: 0649 BLOCK/LOT#: 0/ ; FEE SUMMARY ESTIMATED PROJECT VALUATION: 40,161.05 FEES Permit Fee 718.76 ~ 1 ; l l Tota ~o1h~7cyr , Va uation .00 - e " pN'i~ 1 Use Tax 722.90 TOTAL 1,.441..68 t Conditions: 6 nail installation & mid-roof inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield. required- from eave edge to 2' inside exterior walls. Subject to field inspections. ^ 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 3 applicable Peat Rid a Ordinances, for work under this ermit. Plans subject to field inspection. Signature of contractor/owner date - 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the e 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 Y 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 z, 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 ject to field inspections. .~a o Signature of C e ilding Official- - date INSPECTS 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. A 4' City of Wheat Ridge Residential Roofing PERMIT - 091830 'PERMIT NO: 091830 ISSUED: 09/01/2009 JOB ADDRESS: 3210 OAK ST EXPIRES: 02/28/2010 DESCRIPTION: Reroof47 sqs; ***.CONTACTS*** owner 720/299-5684 Eric Schultz SUB 303/659-8088 'Mike Aberle 02-1956 A&H Roofing; ;LLC x' **PARCEL INFO ZONE. CODE: UA USE:'.. UA SUBDIVISION: 0649 BLOCK/LOT#: 0/ - ~r FEE SUMMARY ESTIMATED PROJpC1,11 I.ALIUATIQN: 20,161.00 FEES Permit Fee 435.90 - Total Valuation .00 Use Tax 283.348g a `77 'TOTAL 719.24 Conditions: R% 6- nail installation & mid-.roof inspection required. Board sheathing spaced more than a 1/2, of an inch apart. requires plywood overlay on entire roof. Ice and s, water shield required from eave edge to 2'inside exterior walls.: Subject to field inspections. 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 Ihave read and agree to abide by all conditions printed on this application and that I' assume full. responsibility for compliance with the WheatRidge Building Code (I.B.C). and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. Signatu e of contractor/owner date . 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws 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 subject to field inspections. Signatu;XWSST e Building Official date INSPBUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 ' REQUE BE MADE BY `3PM ANY 13USINESS'DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.. r INSPECTION RECORD Occupancy/Type 'O-INSPECTION LINE: (303) 234=5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain -Sewer Service Lines - Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing '.:Lath /Wall tie 'Mid Roof Electrical Service Rough Electric Rough Plumbing Gas Piping :Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS :Electrical Plumbing Mechanical` Roof 'Building Final Fire Department R.O.W & Drainage :INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. -""NOTE: ALL ITEMS MUST BE COMPLETED. AND APPROVED BY PLANNING AND ZONING,BUILDING AND PUBLIC WORKS BEFORE A ..CERTIFICATE OF OCCUPANCY IS ISSUED. `FINAL INSPECTION By THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION' OF A CERTIFICATE OF OCCUPANCY: NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD-FROM THE WEATHER ' A City of 'Wheat Ridge Residential Roofing PERMIT - 091830 PERMIT NO: 091830 ISSUED: 09/01/2009 JOB ADDRESS: 3210 OAK ST " EXPIRES: 02/28/2010 DESCRIPTION: Reroof ?47 sqs ***CONTACTS-*** owner 720/299-5684 Eric Schultz SUB 303/659-8088 Mike Aberle 02-1956 A&H Roofing, LLC PARCEL INFO ZONE CODE: UA :.USE: UA SUBDIVISION: 0649 BLOCK/LOT#: 0/ **-FEE SUMMARY ESTIMATED PROJECT VALUATION: 40,161_05 FEES Permit Fee 718.78 Total Valuation .00 Use Tax -722.90 **TOTAL 1,441.68 `Conditions:' 6 nail installation mid-.roof inspection required. Board sheathing spaced more than ..a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and water shield: required from eave edge to 2' inside exterior walls. Subject to field inspections. Thereby 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. Signature of contractor/owner -:date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the :State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any. other. applicable ordinances of the City,`.. 2. This permit shall expire. 180 days from the issue date.` Requests for an extension must be received. prior to expiration date. An extension may be granted at the discretion of the Building Official. 3 'If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required„ provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not ..exceeded one (1) year. It 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, an violation of .the provisions of the building :codes or any other ordinance, law, rule or. regulation. All plan revi i ubj ect to field inspections. 0 Signature of ie uildi..ng Official 'date INSPECT N REQUEST LINE: (3.03)234-5933,BUILDING . OFFICE: (303)235-2855 REQUESTS MUST BE.. MADE BY.'.3PM ANY-'BUSINESS .DAY-FOR INSPECTION THE FOLLOWING BUSINESS DAY.`. Aug 31 09 06:53p A&H ROOFING LLC 3036591254 p.2 F wItTRO City of Wheat Ridge Building Division rn 7500 W. 2e Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 oo4pftAO O Inspection Line: 303-234-5933 Building Permit Application Property Address: Y hkaQi Property Owner (please print): C , (r h Id ILI) Pill Mailing Address: (if different than property address) Address: Date: (j Plan Pen,rn City, State, Zip: Contractor: N Contractor License Sub Contractors: Electrical City License Company: Plumbing City License Mechanical City License Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: ~~ryry Approval: Approval: Use of space (description): Z , l2Gf~ Construction Value: ; Description of work WYNUW ~ fas calculated Dertbe Bm7drng Valuation Data sheet) 301 b ` ~o Q ¢ i. '1x~utdQp 0 h~ i V f e Plan Review (due at cane orsubm nary: s Sq. Ft./L.Ft added: Squares '42 BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge Or COVenant5, easements or reslridaons of recard: 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 penniL Plans subject to field Inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CGNTRATOR) PRINT NAME SIGNATURE: Date DEPARTMENT USE ONLY ZONINGC.OMME]VTS: Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer. OCCUPANCY: FIRE DEPAWMENT:: 13 approved W comments 0 disapproved 0 no review required I Bldg Valuation: $ o ~ 3 ~p 9 ~ ~ Z 0 m ~ 0 m -a N a ~ ~ ~ o' ~ g A ~ 7 O o d A ~ N ~ C7 =r ~CD 3 Q' 3 0 aC) Cp O -'a 0) (D o s Cft ° (D ~ .n.~., O 7 <C < O N M ~ ~ 0 :r ~ < =r ~ O A m;=r ~aw ~a A~ O N 0 ~a o' s tiy o ~ y C M C 0~ ~d ~ a o~ N .d. ry fD 3 d N N N tQ G1 < a t- 0 c O m a ~ ~ ♦ ♦ (C), O ~ Z r~~ u ~ ~ ~ ~ 0 1 0w = W a 00 ~ N ~Ul C) m C ~ r v_ z v ~ ~ 3 Z ~ 0 s N v z 0 m < m x VN v ~ m ~ ir m ~ a 5 m ° g ~ c ~ ~ m w~ o~ wQ = K co ~ m ~ ~a 3 3 0 d~ A 0 ~ d w o~ U) o ~m ~ o, 0 2 to < 0 m O ~ C- Q r Io - ~ o 0 3aw a 0 M o~ ~y IG (D .4 a ( o ~ d y N ~ -~o C C~ N ~d 0 a ~:r o m W d9 3 d f om N N m w O 7 < a ~ r ~ (D R ~ ,n W =w mCA a; N v m C ~ v - Z It v ~ ~ 3 Z ~ PERMITTRACKING FORM ADDRE55-~ a\o l/c~~ C7~ ' ( - LuT 5) DATE 50M[T7EDd.-a-l' GG PERMIT NUMBER-ua-Q)3_ TYPE OF PERMITJ~CONTRACfO1Z ~~~~S.l'C\ QSSGC PHONE OWNER- l9.C, PHONE iYPE OF RE(1UE57 c~ ~ R DATE P~~ AI°'~}~ED 3 1 h- qci REQUIRED CONDITIONS MET PRIOR TO PERMIT APPLICATION ? YES ' NO N/A CONDITIONS OF APPROVAL ~ BUILDING DEPARTMEN7 DATE IN 'vnTE vuT ~ ENCiWEERING DEPARTMENT ~ PLA,NNINGDEPARTMENT ❑ FIRI= DEPARTMENT ❑ GIT'Y ARB0RI57 - O POLICE DEPARTMENT ~ SEWER DISTRICT ~ WATER DISTRICTI P1n111UTL~R~ ~ C ~ ~c, ~.a 0 a 3 ~ a N m gr ~ ii d n ~ H mr v Q (D ~ ~ 7 O 9 0° . -i 'cr ~ ~a rn O 0 m d~ = 6 5 ~ y O M m ~ ~o R 7 C 3 t . m < c p a y 5 1° .r O ~ y C- m d cr 10 0 ~ p A 3a? ~ y a • " • r a ~ M o; N n to a < c o 7 ~ H w 'c °c ~ d ~a La. S o M A m N ~ ~ F m N N ~ d < a ♦ ♦ r•1 m C) zs 7r]-:i X = m ~ * ~ 0 -n o C ..Wi ~ N a° cn Ul v ~ m C ~ v ~ Y, m ~ ~ 3 ZJ "7 YERMR NUMlEfl F a 0 0 o ~ ~ T ~ m m D ~ a a m y w °m o ~ T 0 0 ~ !j ? ~ I I m O 3 n n m m m mm O w O m' o = t~ Q c m a ~ d T a m om 3; ~ m m c O ~ ~ o 0 f ~ w m v yr C y n n ~ mm FD f 0 c ° O 0 ~ w ~ 6 w f T O S ~ 2 m O r ~ Z CiI C 9 O N m 3 n m ~ E5 D 7 7 r v C) O ~ m O M m n D 9 OO ~ D O tmi, Z f/1 r o w ci N Cn O y O o . F N ~ N h ~ Z c~ m ct (D !'F < (D ➢ d n z (D w N (D N a ~ n ~ ~ rD f O O d N ~ ~ a ~ ~ 0 ~ O O Z ~ D 0 4 O 9 ~ ~ S 3 z= a D r) d r+ m 0 ~ n 0 O 5 a n 0 ~ n O ~ w c Z m o m ' :E:Eo m o S w M-= 3 ~ m T ~ SS~3 m y mm~e~i ~1 ID a~..m C i~ m m M N ~ ~ mm Q~Qm y J m o ~mmm 1~1 0- p F~.1 N h m~ 3 m f~ J n'=~ ^ lI omcn ~ 0 ~ ma~m 0 - m y 0 w a ~ ~ ~ °m ~r :E~ nmoo d ~ m . mma n n~ o ° , a ' J m o , 0 n m m~ 0 c~~ c°m O o mmm ~ m ~ p y a m O v) m m n a ~ ~ mmo ~ W O-0 ' O ~ N ~ f m 3 ~ - a ° ~ w Mo p. o ~ d~s m n a F n m r w ~ m 0 O d n O W O N N W m p p ~ 0 3 E ~ a a m f m ~ c n o 000 \ \ ' < Date: A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: z~ Building Department Approval: Remazks: Zoning Approval: `t/v-~d cl C/ Rernarks: r~) Public Works Ap Remazks: Fire Mazshall Approval: (IfApplicable) Re:mazks: Sanitation District Appi (If' Applicable) R<;mazks: Water Di:;trict ApprovE (I1.' Applicable) Remarks: °I . INSPECTIONS WILL NOT BE MADE UNLESS = THIS CARD IS POSTED ON THE BUILDING SITE HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS 65rincTwe ;z n T~'PE OCCUPANCY BUILDING PERMIT N0. 'T9 nDATE ISSUED ~G/!n /1 OWNER 'oFY~L~YI CI)! i/t CONTRACTOR,51t A-,h Y] -4 L~C S SZjC SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACE PERTAININ T THI B INSPECTION DATE INSPECTOR Fouadatmong Footings Caissons Reinforcing or Monolithic Weatherproofing i ,.n;u. is Ynra„_. . Poua No` iJ, ONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete lab Floor: Electrical (Ground Work) U ~z - q Plumbing (Ground Work) o-k Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical (I'- '0., i~ Rough Plumbingsv ~ 0 Air Test Gas Piping Rough Heating & Ventilation a (above must be signed prior to iraminq inspection) Framing ~ Insulation ~ I ~ • ~ ,c~~ I ~ ~ Drywall nailing ~ Roofing p./( Refrigeration Electrical underground F'nal Electrical W Piumbin 6 o LZ k Heatin & Ventilation Frame ~ R.O.W. & Drainage Fire Department Parking & Landscaping q v A/^ mCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER s ; a 0 Is m S ~ 7 C 0 m ~ (D ~z ~ 3 m o o m m D a ~ m O mo ~ t m 4) C) = os ~CD o ~ ~ w 0 a (D .n. . O _ , R 10 < O 5 p~ m = ° o o ~ ~ 0 ~ Q 3 < S J ~ U2 ~Dd .q ~ Q r 0 ~ y a a og ow m c~ .P, < a o s s- y C ~ o C ~1 n ~ da Ta r ~ O y y A p ~ 'O a ID d < a ~ ~ ~ I \ ~ 0 r ~ °o ~ = N o O m~ ~ Z v N M 0 m 3 n m ~ Zi 04 Subst uface II+rest~4alior+s Perculcttiuv 7esling Pnmidefliwt Design S(ri~durulUesigrt 611giireemc( SePfic Sj!.tenes F.7~kineero~[; bispeclions r'ruirrnenmrzra[ Sile ns>essmeats June 17, 1999 Swahn and Associates 200 Union Blvd. #318 Lakewood, CO 80228 Subject: Footin and Foundation Wall Reinforcing Inspection L,etter lNQVa~ , . Jefferson County, Colorado Colorado Soil and F,ngineering Inc. Project Number 99-0178 Colorado Soil and Engineering, Inc. made a visit to the sahiect si:z on ^darch 29, 1999 for the purpose of perfurming a footing inspecCion. i he final site vi,it was tirade on April 15, 1999 to insure the foundation wall reinforcing was installed according to the project plans a±id spacitications. The footings were installed according to the project plans and specihca:ions. All footings were free of debris and loose soil. All of the forms and steel reinforcing for the foundation walls were instalied in accordance with the project plans and specifications. All forms were free of debris and in oenerally good condition. If you have any questions regarding this letter please feel free to contact the undersigned. Sincerely, Ken Worthington Engineering Technician p0 REGIS~°'O o,'`•t~•^ 1871fi ~i • ~ ~ %......•'`,j Reviewed by: Tyrone R. Carter, P.E. Principal 2931 North U.S. HighNaay 85 • CaStlc Kock • CO 80104 •(303) 688-9475) • Pux (303) 814-245.ti a e ~ N m A d Z 0 m G m R a m ~ s ~ m R g 3 7 0 ~ c 0 ~ ~ y c =-C m 0 ~ M a 7 ~ O a~ ry 0, N ~ o s ~A n ° A~ ~o . ~ 0 N -r O n ~z m osi tp < m~s ~ a N ~a ~lm o 5 m f ~ ~c a e o ~ M y O U). y C ~ C ~CD m ~a ~7 o ~ ,o m f U) M N (o 0 < a C- 0 Q O e a NS o• ♦ ♦ ~ (D ~ r4~ L = ~ ~ ~ W 2 w N D~ ~ OD Ul ~N ~ m C ~ v ~ YI m D ~ 3 Z ~ O 3 ~ d Z O m ~ 0 m a ~ d N ~ e S 3 m 0 ~ 3 2 C n o w~ sCD y v S ~ 0) 3 ID R 0 a 3 3 0 cC) m O ~ d w o~ ~ O CD (a ~ O 7 t0 < O of O m IP 7 ~ ID ~1 ~ O 1D d 3 3 ~ ay 3 a m ~ o; N < a o s w N H o „ y C o C ~3 .Zd ~a ~ s N O m N A fD 3 m • f m N N ~ m < a L O Q O m a ♦ + m ~ O ~ ~ rI ~ ~ ~ 0 ,n G m ~ ~ v m O ..Wi N w ~ N ~ ~ (A W C ~ r v ~ YI v ~ ~ 3 Z ~ o m 9 I v Z ~ rn ~ m x ~ ~ S 3 n O p~ ~ (D (D 3 l'p w ~ 3 N w ~(D ~a 3 0 a0 (D o o 'm ~ M o 7 ,(1) tA ° ~o < G m O 0 A=r ~ t o m t° o A ~ 7 S 3 ay ~ a O o w ~ m to A < a o ~ .d► y O N (~jl C + c o~ ~m ~a o~ ~9 3 o, a m a~i 10 m O 7 < a C- 0 Q 0 m a ~ vi ♦ ♦ lJ ~ ~ ~F * 0 7r]-~ r~1 m 0 0 O C v c 2 ~ D N ~ ~Ul v m m C r v ~ YI O S :E ~ ~ Z O ~ m < rn -a ~ v ~ 0 ~ N R w s s s m s ~ 7 O o ~ A ~ ~:r N Q =r~ C 3 (D M 9 5 CD ~a 3 0 a~ ~p O ~ n o v CD tG ~ O 65 7 to < 0 t 0 3 w C- o ~ 3• ~ d r ~O 0 ~ p 11 3 a H m a /1 D ~a d ♦r 0 1 s y f '0 N r M U3 CL c (D ~ c 0.5 n n o ~ o ~ ~ ~ U + C a ~ ~ ow Ul~ M `D 3 ~ m f A A w w to d < a ~ ~ o ~ V =w N a ~ N ~ N m C ~ v Z ~ m a ~ m "7 T v ~ (D o ~ C O "M (D O S~ m ~ N ~ 3 0 N n O fD 0 < " i m mw N y O M O ' o m ~ < O m .m. O y ~ c 3 ' Z 1C ~d r O N m C (1) 7 S ~ .~r A a y a :r CL 2) o; 0 N U tC A ~ < a O ~ M, N j p C + ~m ' d ~a A O N N ~ ~ ry fD 3 a N N O 7 < a 0 \ / P4, =M■ O n Z 0 OMMIN ~ m ~ M~ C NEW 0 v ~ p Y/ ~ v v N m ^ m ~ cn ~ m 'e 4 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8603 _ BUILDING INSPECTION LINE - 303-234-5933 Date : 3/10/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 3210 OAK ST Phone : 422-0265 Contractor License No. : 20260 Company : Swahn and Associates of Colorado Inc. Phone : 739-0998 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiTy that the setback distances proposed by this permit application are accurate, and do not wolate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : New single family residence ConstructionValue: $398,100.00 Permit Fee : $2,668.15 Plan Review Fee : $1,734.30 Use Tax : $5,971.50 Total: $10,373.95 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : MLC 1 street tree required. No less than 25% of gross lot area and 50% of Zoning : R-1 front yard shall be landscaped MELTAIMM okay per comments Approval: DM See attached PW review sheet ENGINEERING FEE $705.00 Approval : GK Occupancy : sfr Walls : R - Stories : Residential Units lpet Electrical License No : 'Plumbing, License No :20324 ~i Mechanical License No : Company : j Company : Reichelt Plumbing Company : ~ Expiration Date : 5/12/200 Expiration Date : I Approval : Expiration Date : Approval: / Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is suct to the laws of Ihe Slate of Coloratlo antl to the Zoning RegulaUons and Builtling Code ot Wheat Ridge, Coloratlo or any other applica6le ortlinances oFb~e ~e Giry. (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days from issue dale or (B) the builtling authorized is suspended or abanCOned for a period of 120 days. (3) If this permit expires, a new pertnit may be acquiretl for a fee of one-haltthe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are matle or if suspension or abantlonment exceeds one (7) 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 draina9e proDlem. (5) Contractor shall no0y the Builtling Inspec[or Rvenry-four (24) hours in advance for all inspedions and shall receive written approval on inspection card before proceetliing with successive phases of the ob. (6) The issu ce of a permit or the approval o~drewings and specifications shall not be construed to be a permit tor, nor an approval of, any violation of the provisions of the in or any other ortlinance, law, rule or regulation. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 " CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 A PPLI CAT Io N Property Owner :4,/`' iC 77 PropertyAddress: 3otlb y,Ak ~T Phone:3o3-¢o~'-7 Contractor License No. : 3 O" 4 Company: e/cFf21-7 121, ti/Y~ /5 /lJfn Phone:3o3- qSS,qol i OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT construction value :/41 3e, p I hereby certify that the setback distances proposed by this permit application are acwrete, PgfRllt F2E : and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and alle9ations made are accurate; that I have read and agree to abide by all con ' ions printed on this Use Tax : application, and that 1 assume full responsibili r co pliance the eat Ridge Building Code (U.B.C.) and all other applicable Whe Ri e 'nan , f rw nder this permit. TOtal : (OWNER)(CONTRACTOR) SIGNED ~ DATE/e 77 U52 : Description : S/l/~l'C BUILDING DEPARTMENT USE ONLY im~ SIC : Sq. Ft. : Approval : Zoning : 6Ut i _ . o. Approval : 'PIM11 Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This pertnit was issued in accordance vnih the provisions set toRh in yopur appliwlion and is subject lo the laws o( the State o/ Calaado and to the Zoning Regulahons and BuilCing Cotle a( Wheat Ridge, Colora0o or any oNer applicable ortlinances of the Ciry. (2) This permit shall e:pire if (A) the wark auManzeC is not commenceE withm sixy (80) Eays /rom issue tlate or (e) the Duiltling auNOrized is suspended or abandoneC for a pedoC of 120 Cays. (3) If ihis permit expires, a new permit may be acquire0 !or a fee o( one-half the amount rwrmally require0, provi0ed no chan9es have been or will be made in Na original plans and speciflcalions anE any suspension or abandonment has not eacee0ed one (1) year. If changes are made or if suspension or aEandonment "ceeds one (1) year, full fees shall Oe paid for a new pertnil 4) No work o( any manner shall be Aone Ihat will Uange the naturel flow ot water wusing a drainage proElem. ~5) Contractor shall notify the Building Inspeclor twenry-four (24) hours in advance for all inspeclions and shall receive wntten approval on inspec6on card before proceetliing with successive phases of the ~oE. (e) The issuance of a permit ar the approval o~drawings and specific:ations shall not be consWetl to be a pertnit lor, nor an approval o( any violation of the provisions of the building codes or any other ordinance, law, rule or regula6on. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8603 BUILDING INSPECTION DIVISION - 235-2855 Date : 3/10/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3210 OAK ST Contractor License No. : 20260 Phane : 422-0265 Company : Swahn and Associates of Colorado Inc. Phone : 739-0998 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby ceAiry 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 ayree 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 itidge ~inances, for work under this permit. (OWNER)(CONTRACTOR) Description : New single family residence Construction Value : $3987100.00 Permit Fee : $2,668.15 Plan Review Fee : $1,734.30 Use Tax : $5,971.50 Total: $10,373.95 Use: BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : R-1 Approval: DM Approval:GK 9 Occupancy : sfr Walls : SIC : Sq. Ft. : 1 street tree required. No less than 25% of gross lot area and 50% of front yard shall be landscaped okay per comments See attached PW review sheet ENGINEERING FEE $705.00 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 permit was issued in accortlance with the provisions set forU in yopur appliwtion and is subjed to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other apphcable ortlinances of the Ciy. (2) This permit shall expire if (A) the work authorized is not commencetl within sixAy (80) tlays from issue date or (B) Ihe building authonzed is suspended or abandonetl for a period of 120 days. (3) If ihls permit expires, a new permit may be acquired for a tee of one-half the amount normally requireq provided no changes have been or will be made in t e oriqinal plans antl speaBCations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work o( any manner shall be done that will change the nalural flow of water causing a drainage problem. (5) Contrector shall notiry the Builtling Inspector tweMy-four (24) hours in advance for all inspeclions and shall receive written approval on inspection wrd before pThroceetliing with successrve phases of the ~ob. (8) the buatlirng codes ori any t theP orUna~nc(ea aw~nruse otl regucation~ons shall not be construed to be a permit For, nor an approval ot, any violation otthe provisions of Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N PropertyOwner: £r) 'c o~- pr;Me(a ~ Sckulrz Property Address : 311c; aoh Sr. Phone : 3~ ~ yz Z-~Z ~ N 14 y1o-7c 77 w Contractor License No. : ~?6 a&O Company: $wc.k, Anoc•'.~r5 Ltiarlcs Phone:3G3-739-a998' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANO AGREEMENT I hereby cert'rfy that the setback distances proposed by this permit appliwtion are accurate, and do not wolate 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 accurete; that I have read and a9ree to abide by all eonditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applirable Wheat R~d~rdir~nees, for work under this pertnit. (OWNER)(CONTRACTOR) Description : ~ Ve~v S'NWIe ~~tw,ly ~ Approval:, Zonin9 : IP - 1 Construction Value : qSfG U00- Permit Fee : ~ Pl.tncheok-Pee--s~ Sc~X: Total: ~,GS,fS Use : R-3 BUILDING DEPARTMENT USE ONLY _ t- lt:I~ Ua:~CS... gW,~:,.::. 4nan ZScIc cF C-RC2~ Lc~v ARtP an(IL 5D`lc J~ :A cF FKCt.A YPV.QsA PLL 0E LU(K15Cq~--k f•-. 6~7i y ~ : t-•~ i . 17iCD~_ Ar CC'mnr¢n}S Approval: oyy% P'iStil ~ Approval: 3 13 Occupancy : Walls : i ctrical License No : IN ~ ompany Expiration Date : Approvai: 3-~-9 l hCCqGtt'~p'P•a. Rt•~~E`~' SN 1 11 Roof : Stories : Plumbing License No : _ Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This pertnit was issuetl in accordance wiM the provisions set forth in yopur aDGlifaGOn and is suCjecl to the laws of the State of Colo2do antl to the Zonirq Regulations antl Builtliny Code oT Wheat Ritlge, Coloredo or any other applicable oMinances of the Ciry. (2) This pertnit shall ezpire if (A) the work authonzeO is not commenceC within siaiy (80) Eays /rom issue data or (B) the building authorizetl is suspended or abanaone0 tor a penod ot 120 days. (3) If this permit expires, a new permit may be acquired for a lee of one-hall the amount nortnally required, provided no Uanges have been or will be ma e n e onginal plans and specificalions and any sustpension or amba11ntlonment has not ezceeded one (7) year. It changes are matle or rt suspension a aDandonmenl exceeds one (1) year, full fees shall be paid or a new pe (4) No work of any manner shall Oe done that will change the natural flax ot water causin9 a 42inage D~oblem. (5) Cont2dor shall notify the Building Inspeclor Iwenty-lour (24) hours in advance for all inspeclions and shall receive written approval on inspe[tion tard be~ae praeediing with successive Vhases of the 7ob. (6) The issuance qte'Aermil or the approval of tlrawings and specificadons shalt nat Oe oonstrucW to Oe a permit Mr, nor an approval o( any viola6on of Ihe provisions of the buil4in~iC9d~s or aqtiqih9( ordinance, law, rule w regulahon. 04 w~ T DEPARTMENT OF PUBLIC WORKS BUILDING PERMIT APPLICATION REVIEW ooL oR Poo Date: "N 131 °ll Case/Building Permit No.: Location: 3 Z IO 0AK ~$T- Attention: Building Department I have reviewed the attached materials submitted in application for approval of a r1wa 5 FQ at the above referenced address. Please note the summary comments below. 1. ~ 2. 3. ~ 4. ✓ Boundary Closure: X OK _ Not OK; refer to stipulations. Drainage: a. Drainage plan and report needed _ b. Drainage plan not needed c. Drainage provisions have been reviewed and are found to be: K OK Not OK; refer to stipulations. NPDES Pernrit Required: Yes 1.< No Legal Description: x_ OK _ Not OK; refer to stipulations. If not OI{, please explain: Public Improvements: a. street paving needed: _ Yes ? No b. curb and gutter needed: _ Yes g No c. sidewaik needed: Yes K No d. street lights needed: Yes X No e. storm sewer needed: Yes c No f. escrow required: Yes x No If an escrow is required, for what improvements? Amount of escrow: 6. Development Agreement required: _ Yes n No 7. ! 8. ! 9. 1 10. / 11. ~ 12. _ 13. ~ 14. / If Yes, for Traffic impact analysis and report required: State Highway Access Permit needed: New roadway or alley R.O.W. dedication recommended: If yes, what is recommended? All existing dedicated roadways/alleys meet the standazd: If nq(wch do not aqd what is requested: xes ^ 1VV Yes x. No _ Yes )c No • h Yes _ No 'ublic Wo s Department has reviewed this request the abov and/or attached stipulations. 3/3/99 Sign ure g Knudson Date T NO APPR JIVAL: The Public Works Departmem has reviewed this request and does not give its approval for the reasons stated: Si$nature Greg Knudson Date Sttpulations attached: _ Yes ~ ~ No _ L_ . 1 _ _ / _ 1..11 aA ..f~bmpmrz.s,n PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Date ,3T1 3 11 °1 I Applicant 470"r1 ~~45d C. Phone # 3 -~,T Location of Construction (address) 3Z1o 0A'Z 5'~ • Purpose of Construction Y~C.~ 5FIZ Building Permit Value $ O bo Commercial _ Residential X. DEVELOPMENT REVIEW FEES (this section to be completed by City) 00 Development Review Processing Fee: $50.00 $ SV• - Single Family Residential Review Fee: $25.00 ~ [includes review of construction drawings for improvements in public right-of-way] $ ZS' Multi-Family/Commercial: .$50 minimum fee [confirmation of existing technical documents]. $500.00 maximum fee [inciudes review of construction drawings for improvements in public right-of-way, review of preliminarylfinal drainage study and erosion control plan(s) if required] Site Plan: $50.00 (Not appiicable for single family residential) Right-of -Way/EasemenY. $40.00 + $5.00/page recording fee Development Agreement Residentiai = $50.00 Commercial = $100.00 State Highway Access Permit $75.00 application fee Traffic Impact Review & Report $100.00 processing fee Flood Plain Variance: Class I=$75.00 Class II =$150.00 TOTAL REVIEW FEES: (due at time of building permit issuance) $ - O' $ - D- $ _ o- a - o- $ 7.5, T $ Please note that additional fees will be assessed for those permits related to consttuction of public improvements. If you have any questions, please feel iree to conhact the Development Review office at 235-2868- ~ ~ pQ Signature of Applicant Date J~~ ~ 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 The City of ~~pF WHEql~PO GWheat GRidge cOLORAD O SINGLE FAMILY MINOR EXCAVATION AND FILL PERMIT NAME OF APPLICANT: SVJaHN ~SSoG • ADDRESS OF EXCAVATION/FILL: 2,Zl d 0^4- S-c. APPLICANT ADDRESS: DATE OF APPLICATION: 3( 3 ~~1 9 All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from the date of issuance, and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code (UBC), or by other applicable City adopted Resolution or Ordinances. Grading Plan Review Fees*: Oto 100 cubic yazds 15.0 101 to 1,00cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $22.50 1,001 to 10,000 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $30.00 10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $45.00 SUB-TOTAL: Grading Permit Fees*: 0 to 50 cubic yazds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15.0 Slto 100 cubic yazds $22.50 101 to 1000 cubic yards $22.50 for the first 100 cubic yazds, plus $10.50 for each additionai 100 cubic yazds or fraction thereo£ C. Y. Amount Due: $ 1,001 to 10,000 cubic yazds $117.00 for the first 1,000 cubic yazds, plus $9.00 for each additional 1,000 cubic yazds or fraction thereo£ C. Y. Amount Due: $ 10,001 to 20,000 cubic yards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $238.50 00 TOTAL FEES DUE: $ 30• (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 Building sites whose total excavation and fill exceeds 20,000 cubic yards must be processed under the provisions of Secrion 26-33 of the Wheat Ridge City Code. Upon conformance with Section 26-33 of the City Code, grading plan review fees and grading permit fees shall be established in conformance with Section 3310, Table A-33-A, and Table A-33-B respectively of the Uniform Building Code. * Uniform Building Code, Section 3310 I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT, AND UNDERSTAND THAT THE REQUESTED WORK CAN NOT BEGIN UNTIL THIS APPLICATION IS APPROVED BY THE CITY OF WHEAT RIDGE. I AGREE TO COMPLY WITH THE LAWS OF THE STATE OF COLORADO, WITH ZONING REGULATIONS AND WITH THE BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION WILL BE CAUSE FOR IMMEDIATE REVOCATION OF THIS PERMIT, AND COMMENCEMENT OF ENFORCEMENT PROCEEDINGS BY THE CITY OF WHEAT RIDGE. THIS APPROVED PERMIT WILL BE KEPT IN MY POSSESSION, OR PERMANENTLY ON THE JOB SITE. APPLICANT: CITY OF WHEAT RIDGE: / ~ / S, Applicant's Signature Owner's Signature (if different than above) 3 I3 /9I Approval Date mexfillp.frm The Ciry of 7500 WEST 29TH AVENUE • WHEAT RIDGE, COLORADO 80215 GWheat ';Ridge LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE 3 '3 _ Dear Contractor: ADDRESS 32%0 OAZ- In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that a11 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)o£ the public improvements at this address. If ou have any questions, please contact me at 235-2868. Si erely, Gre u7son, M.P.A. Development Review Engineer cc: File (303) 234-5900 • ADMINISTRATION FAX: 234-5924 • POLICE DEPARTMENT FAX: 235-2949 PLANNING & DEVELOPMENT BUILDING PERMIT REVIEW CHECK LIST Address: 3 arC~ CX~'~. ~--UT ~ Zoning: Existing use: vQCO.nt Permit is for: Deed: ✓ Survey: Plot Plan: STANDARDS Required Proposed Setbacks/Height: Frant: hL- Side: W_ Side: ~ Rear: ~ Structure Height: Coverages: Building Coverage: Lot Coverage: Area and Width Lot Area: Lot Width: Landscaping Requirements: Landscaping Percentage: Number of Street Trees: Number of Trees/Shrubs: Parkinq Requirements: Required Parking Ratio: Number o£ Spaces: Number of Handicap: Signs: Free Standing: Wall: Other: ~nv is'p- UU _ l00' Location Size/Area Lighting shown: Code Correction List March 8, 1999 Owner: Schultr Builder: Swahn and Assoc. Address: 3210 Oak Street Description: New SFD ✓1. 1" water meter with an 1-1/4" service line is required due to fixture count ✓2. Label all egress window wells in basement to have egress window wells with no / dimension less than 36 inches and a minimum of 9 sq ft. Detail how flue is being piped and sized due to 8' plus connector length. ✓ 4. All counter outlets in kitchen to be GFCI protected. 5. Provide specifications on fireplace to be installed in master bath and bedroom A. Light at furnace to be a switched light not a pull chain. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions or comments please feel free to contact me at 235-2853. Sincerely, Darin Morgan Codes Administrator ~L~ E ~J~ ra ~ L P-~T~ 05 I~/4.` al ' 04 ~eusc , Y4V%Y} /I SY VRMt 140" 4QO~ 1 CyRww~• r- -µeaT.~a 1-urw 34 fc viv.~icwl 63°~e .~..Nx:S:~~IGN~v. , ~.yvV" . , . . .~nru~_. . ,...,,r.y . ....,q¢..Y.... 903-9051q 1 1991 UNIFORM MECHANICAL CODE Installatl, n am Constructlon fieqWrements Sec. 90: (a) t nerel. Factory-built chimneys, Type L vents, Type B gas vents or Ty, B W as vents shall be installed in accordance with the manufactur- er's installai n ins uctions, the cerms of listing and the applicable requirements ofthiscode.~ Meial chid,. ~hall be installed accordin@ to the applicablc reyuirements of Section 914. For masonry chimncys. see Section 913. (b) Dampers. Manually operated dampers shall not be placed in chimneys, vents or chimney or vent connectors of liquid- or gas-buming appliances. Fixed baffles on the appliance side o( draft hoods and draft regulators shall not be classified as dampers. Auromatically operated vent damper devices shall be listed and installed in ~ accordanee with the terms o( the listing. Electrically and mechanically operated vent damper devices shall be arranged to prevent firing of the bumer unless the damper is opened to a safe position. (c) Unused Openings. Unused opcnings in a venting system shall be closed or cappcd ro the>aiisfnction o(thc buildine official. Locatlon and Support of Venting Systems Other than Masonry Chimneys 3= Sec. 904. A combustion products vem, vent connector, chimney or chimney conneaor shall not estend into or through an air duct or plenum. EXCEPTIO\: A veming spsicm muY pass through n combustion air ducl. ' Portions o( veniine scstems which extcnd through occupicd sp.ices shall be enclosed to avoid personal cunmct with or damage ro the installation. The base of a vent uhich extends to the ground shall rest on a solid masonry or concrete base ai least ? inches in thickness. The base of a vent uhich dces not exiend to the ground and is no[ self-supponing shall rest on a(irm metal or masonry support. Appliances shall not be vented into a fireplace or into a chimmey serving a fireplace. Veneing systems shall be adequately supported for the weight and the design of the material used. Len gth-Pltc I-C lea ra nces Sec. 905. (a) Vent Offse[s. Except as provided in Sections 901 and 907, gravity vents shall extend in a generally vertical direction with offsets not excecding 45 degrees, except that a gravity vent rystem having not more than one 60-degree offset may be allowed. Vent of(sets shall be supported (or thcir wcipht and shall be installed ro maimain proper clearance, to prevem physical damaFe and to prevent separation of the joims. An angle grcater than 45 degrces (rom the vertical is considered a horizontal run. The total horizonlal run of a vem pius the horizontal vent connector shall not exceed 75 percent of the vertical heigM of the vent. 70 " ir FORM N0. G22-448 REV. 5 Supersetles Form No. G22-448 Rev. 4 ~ UGPH- SERIES _ dQ" RUUD ~ r, S > ~ SILHOUETTEO II 80% A.F.U.E.t UPFLOW/ HORIZONTAL GAS FURNACES . ~ ~ s~ 4 Models with Input Rates from 45,000 to 150,000 BTU/HR [13 to 44 kW] (U.S. & Canadian Models) ~ vn cr ~ ~.unwna ~'aia~ a,nnic 4 ~ •.~..n.~ W iw+c I Cmilwi~WmMr. IObI ~c 'am.,,c~~~. c~e.inm a The Ruud° Silhouette° II line of upflow/horizontal gas fur- naces are designed (or utility rooms, closets, alcoves, or attics. Because of the Silhouette's low-profile 34 inch [864 mm] height, the upflow model can also be used to satisfy most applications that treditionally call for a horizontalfurnace. The design is certified by the American Gas Association. Canadian models are certified by the Canadian Gas Association. Features ■ Patented Heat Exchanger, constructed of both stainless and aluminized steel for the maximum in corrosion resistance. • Low profile "34 inch" design is lighter and easier to han- dle, and leaves room for optional equipment. ■ Convertible from upflow to horizontal left or right wfthout field conversion. ■ Left or right side gas and electric inlet connections with quick, simple change. ■ Hot surface ignition models equipped wRh remote sense, feature an integrated board with humidifier and electronic air cleaner hookups. • Insulated blower compartment, a slowopen gas valve and a specially designed draN inducer motor make R one ot the quietest furnaces on the market today. ■ Pre-paint galvanized steel cabinet. ■ Molded permanent filter. ■ Grab-holes in doors to aid in easy door removal and replacement. A variety of cooling coils and plenums designed to use wRh Ruud Silhouette II gas furnaces are available as optional accessories. H.S.I, model tumaces can be installed in an upflow position or laid on either side in a horizontal position. No field con- verting required. tAF.U E. (Annuel Foel U1il¢aGOn EMcianry) ukulelM in ~anG wiN DpsnmeM M Enerpy ua procatluiea. RUUDm RUUD SILHOUETTE 1180% UPFLOW/HORIZONTAL GAS FURNACE ~ HeatEzchangar ImShot Bumers Iti STANDARD EQUIPMENT Comptetely assembled and wired; inducetl Orafl blower; pressure switch; redundant main pas control; blower compartment door safety switch; solid state time on/tlme ofl blower cantrol; limit control; manual shut-otl valve, pressure repulator for natural and L.P. (propane) gas; iranstormer, direct erive multi-speed blower motoc Furnaces are equipped with coolinp/heating relay antl transtormer (40VA) ready for air conditioning applications. (Please note: a thermostat is not induCed as stantlard epuipment.) Flame sensor diagnostics; H.S.I. onty iwinninp o0tions; fused iranstormer (secondary), 3rd speetl fan option for condnuous tan; common heaVcool terminal for H.S.I. OPTIONAL EQUIPMENT Side filter irama assem0ly. Retum air ca6inet for all sizes. (See Page 6) NOTE: Fumace is not listed for use with fuels other than natural or L.P. (propane) pas. +rA.~nA~~ The complete terms of Iimited and other wartantles are avallahle al our sales otfice, ar through local Installer. All mo0els can be converted by a qualified Ruud distributor or local service dealer to use LP. (propane) gas without changinq burners. Factory approved kits must be used to convert trom naNral to L.P. (propane) gas and may De ortlered as optional accessories from a Ruud paris Oisiributor. for L.P. (propane) operation, refer to Conversion Kit Indez Form No. 92-2151&52 for U.S. models antl Form No. 92-21519-53 for Canadian models. 2 ~ C BEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR REfAILER. PHYSICAL DATA AND SPECIFICATIONS U.S. AND CANADA MODELS (UPFLOW/HORIZONTAL) MOOEL NUM9ERS 04EAUSR USEAUER 06EAIlER 07EAUEH 07EAMGH 10EAMEfl tUE9RJR 12EAflJR 15EARJR UGPH•SERIES 04NAUSR 05NAUER 06NAUER 07NAUER 07NAMGR 10NAMER 10NBRJR 12NAflJR iSNRfiJR , 04EAUSA OSEAUEA 06EAUEA 07EAUEA 07EAMGA tOEAMEA 10EBRJA 12EARJA 15EARJA . InpubBTU/Hr [kWJ a 05.000 [13] 50.000 [151 I 67.500 1201 75.000 1221 75,000 [221 100.000 [291 100000 t291 125.000 [37] 150.000 1441 Heating CaDaciry BTU/Hr (kW) O 36,000 [11J 41,000 [12j 54,000 [16) 60,000 [18] 60,000 [18] 80.000 [23.4] 81.000 (23.7) 99,000 [29] 179,000 [35j High Altitude Input (kW] 40,500 (121 45.000 [13] 60,800 [181 67,500 [201 67,500 (20] 90.000 [261 90,000 (26) 112,500 f331 135,000 (39.61 High Altitude Output Capaciry [kWj 32,900 [10) 36,500 [11] 49,000 [74] 53,500 (161 54,000 116) 72,000 [21) 72,500 121] 89,000 [26.1) 107.500 131.5] i Heat Ext. Static Pressure JkPaj .10 (A25] .10 1.025] .12 [A291 ,12 1.0291 .12 1,0291 .15 1.0371 ,15 [.037) 20 [.051 { .20 (.051 Blower(OzW)[mm] 11 x6 11x6 11 x6 11x6 11 x7 11x7 11z10 11z10 11x10 1279 x 152] [279 x 1521 (279 x 1521 (279 x 1521 [279 x 1781 [279 x 178] f279 x 2541 1279 z 254] (279 x 254] MotorN.P.-SpeedS- 1/2-4-PSC 1/2-4-PSC '12-4-PSC '/2-4-P5C 3/4-4-PSC 112-4-PSC 314-4-PSC 3/4-4-PSC 3/4-4-PSC PSC Type(Wi [373] [373] 1373) ~373~ 15591 [373] [559] [559) (559] Moror Full Loatl Amps 7.1 6.8 7.1 7.1 9.5 7.1 9.5 9.5 9.5 Heating Speed MED-LOW MED-LOW MED-HIGH MED-HIGH MED-LOW MED-HIGH MED-LOW MED-LOW MED-LOW CoolingSpeed HIGH HIGH HIGH HIGH MED-HIGH HIGH MED-HIGH MED-HIGH MED-HIGH Cooling CFM 0.5' (kPa) E.S.P. 1200 1200 1200 1200 1600 1200 2000 2000 2000 ' (Nominal)[Us] [566] [566) (566] [5661 [7551 [566) (944] [9441 1944] ; Fated E.S.P. (In. W.C.) JkPaj .50 [.12) .50 [.12j SO [.121 .50 (,121 .50 (.12] .50 (.12) .50 [.12] .50 (,12) .501.121 I Temperature Rise Range °F 35-65 25-55 30-60 40-70 25-55 50-80 40-70 35•65 50-80 [°C] [19.4-36.1) [13.9-30.6] [167-33.3] j22.2-38.9] [13.9-30.6] (27.8-44.41 [22.2-38.9] [19.4-36.11 [27.8-44.4] Mau. Outlet Air Temp. °F 165 155 165 165 155 190 770 180 190 [°C) [73.8) (68.3] [73.61 [73.8J [68.3] [87.7] (76.6) [82.2] (87,7) Standaid Filter-In. 153/4 x 25 153/4 x 25 153/4 x 25 753/4 x 25 153/4 x 25 153/4 x 25 191/4 x 25 223/4 x 25 223/4 x 25 [mm) [400 x 635] (400 x 635) [400 x 635j (400 x 635) [400 x 635] [400 x 6351 [489 x 6351 (578 z 6351 [578 x 635] , Approz. Shipping Weight (Lbs.) 85 85 105 105 105 115 120 140 150 I Ik8) (391 [39] 148) [481 [48] (521 [54] [63] [681 Return Air Cabinets C148 C148 C17B CUB C778 C77B C216 C248 C24B (Opt.) RXGR- (2) 12 z 16 (2) 12 z 16 (2) 12 x 16 (2) 12 x 16 (2) 12 x 16 (2) 72 x 16 (2) 20 x 16 (2) 24 x 16 (2) 24 x 16 Filter Size [mm) (305 x 406] 1305 z 406) [305 x 4061 1305 z 406] [305 x 406] [305 z 4061 [508 x 4061 [610 x 4061 1610 a 4061 AFUE-H.5.1. Models O 817% 87.4%, 80.5 % 80.6°i 80.5 % 80.0 % 80.0°/ 80.0% 80.0 % Califomia Seasonal Etticiency- H.S.I./NO. Models 75.4l75.6 74.9/75.4 73.2/73.4 74.9/75 4 747l75.3 75.4/75.4 73.9l74.5 74.21742 )47/7a7 NOiES: AII models are 115V, 60HZ, 10. Gas connection size for all models is 112' (127 mmJ N,P.T. p In accordance with D.O,E test procedures. p See Conversion Kit Index Form No. 92-27519-52 (or U.S. motlels and Form No. 92-21519-53 for Canadian models for high altitude derate. MODEL IDENTIFICATION-UPFLOW MODELS U G P H - 07E A U E R Ruud Gas Upflow/ Design Heating InpN Designation Variations Blower Heating 8 Cooling Fuel Type Furnace Horizontal Series Flot Surtace NOx Input A= Std. Designation Designation R= Natural Gas, Ignition Motlel BTU/HR Cabinet U=11 x 6 S= 500-7200 CFM U.S. Standartl 04E 04N 45,000 ~13 kW) B= Wide (279 x 152 mm] [236-566 Us] Furnace 05E OSN 50,000 ~15 kW~ Cabinet M= N a 7 E= 1100-1330 CFM A= Naturat Gas. O6E O6N 67,500 ~20 kW~ [279 x 178 mmJ [519-628 Vsl Canadian 07E O7N 75,000 (22 kW] A`11 x10 G= 1450-1750 CFM Standaid t0E 10N 100,000 ~29 kV✓~ f279 % 254 mm) (684-826 UsJ Furnace 12E 12N 125,000 [37 kW] J= 1800-2075 CFM 15E 15N 150,000(44 kM [850-979 Us] [ ] Designatec Metric Cornersions UPFLOW DIMENSIONS 70P ~ (E 1ab2" 115 2613he" 1681 mmI GAS CONNECTION - 2851a" 1876 mm) ~ ELECTRICALCONNECTION ~ 241 1"" ~6~8 mm~ (HIGH VOLTAGE) ~ LOW VOLTAGE i 7 1431a" 1365 mmj iOPTIONALRETUANAIRCUTOUT~ ' 1 iW" i(EITMEA SIDE) FOR USE WITH i 1292 mm~ i EXTERNRI SIDE FILTER fPNME I l____-_______-__1 LEFT SIDE e6e" I14 mm 284,e" r- A 1713 mm) elaz" 115mmi D 20" ~ 1508 mm~ I Ii9 mml O O 241he" [621 mmi i 13/e" DIA. 135 mm) 34" 265/e" 1676 mm) ~B64mmI r "'___'""_"'I i 24~`bd' ' '/e' DIA.l22 mml 1 618 mm_ 14Lx" Ila" DIA. 122 mml ~365 mm~ i 11 Vx" ~ [292 mm) i - - - - - - - - - - - - - - - 23" FRONT 1584 mml RIGMT SIDE Twm o, rnnncuaintic eNn r.i_FnaoNCE TO COMBUSTBLE MATERIAL (INCHES) [mm] 1shx' (15 mml ~ mml HEUUCED CLEIIRANCES (IN.) fmml MOUEC UGPH- A g C D E LEFf RIGHT BACK TOP FflONT VENT SHIP. WGT3. (LBS ) fkql SIDE SIOE . 04,05 14 (358) 1227/32 (3261 103/e [2631 Ci 11'lz ~292~ 0 4(102) IX 0 1[25] 3[761 6(1521 85 (38.61 06, 07 171/21445) 161V32 1415] 12Ve (3081 C 15 [3811 0 3 [76] a 0 1(251 3(76) 6(1521 G: 105 [41.61 10 (A) 171/z [445] 1611h2 [415) 121/e (308) OO 15 (3811 0 3(161 T, 0 1(25] 3(76] 6(152) 9 115 [52.21 ; 10 (B) 21 [533) 19Z7hz 15041 137/a (352] O 181/2 (4701 0 p 0 1 1251 3[76] 61152)(1 120 [54.41 . 12 - 241/2 ~622] 23~Vaz ~593] 155/e (3971 O 22 15591 0 0 0 1 [251 3[761 6[152) m 140 [63.5] 15 1 24+h [622] 23~Vas ~593~ 155Po (3971 O 22 [559] 0 0 0 1~251 3[761 6(152] 2 150 [681 NOTES: p May require a 3' [76 mm] to 4' tioz mmJ or's Iiti mmJ lo oIiu mnif euaplel. m May he 0' (0 mm] with type B vent. m May be i' 125 mm] with type B venl. Furnaces musl6e vanted In accordance with ANSI Z21.47-1993 • CAN/CGA•2.3-M93 ventinp table puidalines Ineluded with eaeh furnaca, and in accordance ( with local codas. ~ [ ] Dssignabs MMric Converstons 4 132 mml \ \ BLaWER PERFO RMA NCE DATA-UPFLOW/FiUFiILUN IAL IVIUUtLZi MOOEL NUMBEH BLOWEfl MOTOR BLOWER CFM [Lls) Alfl OELIVERY IXTERNAL STATIC PHESSt1RE INCNES [kPa) WAiEfl CO LUMN ~ E UGPH• ~m m ~ IW~ SPEED 1 021 [ 2 I 051 071 1 I 4 I 101 .5 f.121 .6 1.151 .7 1.111 SEHIES . . . . . . . LOW 650 [3071 620 [2931 585 (2761 550 [2601 510 [241] 475 [2241 435 (2051 04EAUS' 71x6 1/2 MED-LO 935 (441] 905 [4271 870 (411) 835 [3941 795 [375] 755 [3561 715 (337~ 04NAUSR [279x152) (373J MED-HI 1140 1538) 1105 [5221 1065 15031 1025 [4841 980 [463) 935 [441] 885 [4181 I HIGH 1315 [6211 1275 [6021 1230 (580) 1195 [5641 1155 [545] 7120 [529] 1085 (5121 LOW 675 [3191 655 [309) 635 (300) 610 [2881 585 [276] 555 [262) 520 (2451 05EAUE' 17x6 1/2 MED-LO 950 [4461 930 [4391 905 (427) 880 [4151 860 [406] 830 [392] 800 (3781 OSNAUER [279 x 1521 [3731 MED-HI 1115 [5261 1090 [514] 1070 (505) 1040 [4911 1015 [479] 985 [4651 945 (4461 I HIGH 1270 [599J 1250 ~5901 1225 (578~ 1200 (5661 1165 [5501 1130 [533J 7085 (5121 ; 06EAUE' LOW 820 [3871 800 [378] 780 [3681 755 [3561 730 (3451 705 [333] 675 (3191 06NAUER 11z6 1/2 MED-LO 970 [4581 955 [4511 940 [4441 910 [4291 880 (4151 845 [3991 805 (3801 I 07EAUE' 1279 z 1521 [373J MED-HI 1110 (5241 1090 [5141 1070 (505] 1040 [4911 1010 [4771 975 [4601 935 (4411 , WNAUER HIGH 1265 (597] 1240 (5851 1210 15711 1175 (555) 1140 [538] 1100 [5191 1055 ~498j lOW 1245 (588) 1220 [5761 1195 15641 1165 15501 1135 (5361 1105 (5221 1065 ~503J 07EAMG' 11x7 3/4 MED-1.0 1555 [734) 1515 (715) 1475 [696) 1435 16771 1395 (6581 1350 [6371 1306 ~614~ 07NAMGR [279 z 178] [559] MED-HI 1810 [8541 1755 (8281 1705 18051 1645 1776) 1585 [7481 1530 17221 1470 ~694~ HIGH 2050 (9671 1985 (9371 1915 19041 1845 ~671] 1785 [8421 1715 18091 1655 ~781) I " LOW 925 [437]" 890 (4201" 665 [4081" 835 [394]" 810 (3821" 775 [366]" 745 (3521" tOEAME' 11 z 7 1/2 MED-LO 1050 14961 1040 [4911 1030 [4861 990 1467] 960 (4531 920 1434) 890 [4201 tONAMR [279 x 178] (373] MED-HI 1220 [576) 1195 [5641 1160 [5471 1140 15381 1105 [522) 1065 [503] 1020 (4811 HIGH 1410 [665] 1380 16511 1345 [6351 1300 [6141 1255 [5921 1205 [569] 1150 [543] LOW 7295 1611] 1275 [6021 1250 [5901 1225 [5781 1195 [5641 1165 (550] 1135 1536) 10EBRJ' 11 x 10 3/4 MED-LO 1645 [776] 1615 [7621 1580 [7461 1550 [7321 1510 [7131 1465 (6911 1425 [673) 10NBRJR [279x254] [559] MED-HI 2045 [965] 2000 [9441 1955 [923] 1905 [8991 1845 (8711 1785 (8421 1720 [812) HIGH 2320 ( 1095] 2260 ( 10671 2200 [1038] 2130 1 10051 2060 [9721 1985 19371 1910 [901) LOW 1280 [6041 1275 16021 1265 (5971 1245 [5881 1215 (5731 1185 15591 1145 (540) 12EARJ' 11 x 10 3/4 MEO-LO 1645 [7761 1635 17721 1675 17621 1590 [7501 1560 (7361 1520 1)17) 1470 (6941 . 12NAFJR (279 x 254] 15591 MED-HI 2050 [9671 2015 [9511 1960 (9251 1935 [913] 1885 f8901 1835 18661 1775 18381 HIGH 2365 [11161 2310 1 10901 2250 [10621 2185 1 10311 2115 [998~ 2035 1960J 1950 (9201 ; LOW 1270 [5991 1250 [5901 1220 (576] 1195 (564] 1165 [550~ 1135 [536] 1105 [5221 15EARJ' 11 x 10 3/4 MED-LO 1620 [7651 1595 [7531 1570 (747) 1545 (7291 1515 (715~ 1480 [6981 1440 (680] ' 75NARJR (279x254J [559~ MED-HI 2010 [9491 1985 [9371 7960 [9251 1915 (904] 1850 (873] 1800 [850] 1730 18161 HIGH 2340 [11041 2275 [10741 2215 [10451 2145( 10121 2060 19821 2010 19491 1940 19161 NOTES: 'Oesignates "R" tor U.S. motlels, and "A" for Canadian modeis. "Not Po be used as a heating s0eed, Data compiled with tactory filters instalted. [ ] Designates Metric Conversions GENERAL TERMS OF LIMITED WARRANTY* Ruud will fumish a replacement for any part of this product Gas Heat Exchanger Limited Warranty Twenty (20) Years which fails in normal use and service within the applicable Draft Inducer Limited Warranty ........................Five (5) Years period stated, in accordance with the terms of the limited Integrated Control Board warranty. Limited Warranty .........................................Five (5) Years Any Other Part One (1) Year •FOr Complete Deteils ol the LlmiteE Wertanty, Including ApplltaDle Terms enE Conditions, See Vour Local InaMller or Corrtael Ihe Manufacluror br e Copy. ~ Vile ~ tsrr=~C! s F~12 TRRU P_✓Cr~.c.? 39 S,F'G:.IHLTI 311=F'Lr' Cli. •-~~_<~'S~1~~~ 1 1 CALIBLR AESTHETICS • Twa-sidcA viewing u.rv provides n tun frrnpurnru 6til7e fo your honic, • A vcnl reohsi(e tuooA-like fire is ereatcd tuilh lnqe bcirning cnjUcrS, inudomJ7imrr., nnd Ingc tuiHj IinnA-pnintcd detni/in,y. • A ivodulnting Anrne control rncane vnriaLlc Otu input (26:000 -:;-0.000 Btu/hr. /o• nnlural Sa;, 23,000 - 30,000 Btu/lin fur L.P. gns) and finine hcr,qht. • Calibcr arinimi.es the etcel surrourid und mazurtizea Ih¢ picwing arrn fur o 6efter-lookmg frreplncc. • Steal ref'racaoiy /ining provides ntriasorrry appearancz. INSTALLATION AND MAINTENANCE ~"Quick•Aecrss Glass"Accps rapNnc runintcnunie snrrplrNo snetot, bolt;, or spccial fo01s, iu>t thrcc <F,ring latc~Aes proviJr n <un/irrboa• scnl. ' ~.1 nmoi„abI~ bunier usaeunbly ie the ulhnmte conurnience Auring rouiir(e +crvi,e cnlis undfuture uYgradcs Siz sinrple serews rclcaec ihe asscmbly. • Tire oue-pi.oce fog set miiainnzee installer and liomeoaurer carfu>iun nver proper log plr::crncrit, cnsuririg rrliablc peiyinnrnnce. • • D+rect uerGi steui prouides n>enleAw+rltlistion dianrbdr; ni.o Itre clroice oJ acnt;ng lrom tii: lop or side o~lhe npplrnnir. AFET1' STANllARDS • Thennpyilc-tbcrmocouplca stqndirrg pilpl is nn iridusfry-(ending sa;cty appGcaimr.. • Prutectiue metal edgr minireizes glass chipping during routine maintennnce. • The palentad ^Catch Latch" eyetetn on fhe glnss piouides sofe hnndting nnG f,reptace ytr/urrnnnca ~ • A high litnit switeh i5 a buil!•in, stanelard (entr.nr on aR 4"a!ibcr nppliiviecs. • SprinZ-lGadCd cApanviun re(ief donr relieires anu pressure f{iat ntny builot i.p msidc [hc li'e'vos •]'eslcd anA Crstrd lo U[, Snfet,y Stannaids. • Ont•year lirnit¢4 ruKrronty. ~ -i- i nkc, ~ Warnmg: 1'uu caneot cover eny oE the removabfe panele on thia unit ae this may create a fire hazard. +Vhavi fini>hing fhc Cafiber Sce-ihiuud!v, couibu+fible m"Uenal ubiy pe broughf up N tbc c,df5 t;( thc pr<plOCe bsl urusf~ ncuer aarrlap the black aren. The black inetal may be cove•cd wilh npncu;nbustible rnn'ennl only sudi as rnnrble, ii!e stony rtc. ^L+G:~~~> i'1:39 ~SFE=:NL`~, =i_F'PL'i , g $„ysy~ • t!Vtr~l, i ~ K~ R#W iP~'+~~..Nln ~ ~ d - ➢XL ~i „.rli~tYis. 4 ~ ~ nai 1~ p• 4.O1aMI m~e auo ROUGH FRAMING DIMLNSIONS ',,;,ao1~~i6" II ii C ; I heighI - 46'/+''0 CLEARANCES TO URftOUND/COMBUSTIDl,ES • Miniinum window heighl • 4931+«• • Minirnuin rcce»cd shelf h.ighi 40J/4"'. • Miniutumrnnnfelheisht-4G". ~ Top uf stanAoffc _ p,,; F(oor • 0"; 8ack and sidza of/rrcplarx . y1", (;e;ll,ig - 30". CERTIFICATIONS • Ce•ti/ied/vr insta(latiar !n bedruoms, 4rA/siftinb• roouis unA reabile honie>. • Cunsull tocaf buAding eodcelurlocnl iriataUations aiid uperuau«a! galdchnes, GENERAL CONSIDERA?IONS • The ruugh fran+in,S, dimensivns shawn ubove repiecrnf the w+elar,~e fror~r ;lud r> srud only onA do nvi toke into corrsideration thc aAditian of eheetruckhJrijwnll • Thc Rop hrader m44 touch Ihe slmaduj~'s, bu: Rl~e d~m•~~~swn sl-uion licrr n!laws I/a" fo po;ikion tha Jireploce if froming is const,ucreApnor to the piqcenreivl o/tiic iurir • Wiring/'or an vptionaol fun kit or remOtC control musf b¢ dunc prior ro fini<.li,ng the „ista!!nNun. • Fur be.+t rasutts, Eu not construet the fiarnirrg irntil the urvt iF in place, • A hrarth eztensiou is nut requireC. 47,'ThesC Ainiensiqns Con only bc oblainrd mhCn uhllzrns the renr vcr.ting syslrni ,-/!h; c nyN!iq~~~a. ~ ~ , .....ri~:t. . .r; r.'.~ :../e.~-`~ _K•~j~ ty~ t1'Nn ~-y ~ Specificatioit y['~ ~V MT ~Yn • ~ IY[\ Vbn1~t19pn ~ NYMriwn'.. I 9D MP, lerminpta~~ u~w„wda5 mOP VEN'T HORIZONTAL T£RMiNA7ION CLEARA 'CGS , t ~ ~ - i ilra.aixiu rnqaired abovelaarizirrilai i'CirL ~z we_T rlcaranci rcqdired al(ong burto~u .,vd s,Ais Uf aeril. ! uu~: . . uM. ~c • Maxir,rurrr horizonfnl run iia horizonlnl terrvinnNOn: 26'. . heY. _ . • M4S!llflUllVCI(ICQl narr in hotiturtlal ferminAtian: 25', r:.~t ~W Mm.. •li.l ~ Reqiiired rise; ;/t"jol evcry Y' of huiizorrla7 run. • RcquireA uent euppor!s: onc ;uppoN For rvery 3' oJ Yion:II r,nr Reqairca pipe ec, rlup N/+" • E&ct of uddl(iuna( 900 cl6owsr reducus rnnzimuir+ 'rwritoutai disrdncr by 3'. • A stancturA hunzontul lennhnutian requires the tu+ u/lrie lenn;naliun cnp hovc rt 18" n,iniruunl deorunce to a venfHated sofjif and 12' miniruuw cfearnnce lu nn unc~euliinred so%/if REAR VENT HQRIZONTAL T6RMINATION CLEARANCES • 7" cleuranc•e requireJ above vent on runs off the bnck of t4e unii tu lhe wo!l sFnria. • 3" tlearnnce requircAabove Ucn[ on run5 rnsiJc a coall (a hcnf shiclA mu.;E be incfuilcJ). • 7" clearance rryuircd along bolfvrn and!idirs oj vcnt. • M¢riroum horizonlnf ~urz vith no ucrlical strhnnc: 14" ~VERT[CAL TERMINATION CLEARANCES • 1" clenrance requircd around !he venf on ucrtical in56dlatiens. • Maxiirium srrnight unsupporteA nse: 25'. • Marirnurn he+ght: 10'/rwn the base oj tlta uppliurttr, iiurunwi; Aciglii: 12'. • Cvery 1' Vf horizorital run rcguirr6 2' of vcrliral nca, 03;'nly.~c.9 D~ II' A i GDST36 36" Direct uent See-through, nntufnl $as, sln"411119 pilnt GDST36E 36'" Direct venf Sec-through, natu*al gas, electrornc ignition GDST36L 36" Direct uent See•through, L.P. gas, smnAing pilot GDS136LE 36" Direct vtnt See-through, L.P. gae, tlectronic igmtion optiocial RC4, ACS. RC6 ON/OFF Remok Control n0. OiJa C KI UFryer unp Lown GnUe Panels iW6H2X. lXGM T K+E) V D 8raae Trim r Heatilalorlot. gpp/843d845 ~ s HON iNUIISRIIFS rnmpany Fax 800/259-1549 1915 W SonnQcn Strect ~ Mi.Pleaeo.n41owa53611 REqT1LP,1'OR n a rvgietered voderwrk ol licaeil0011 nc. SpeolitpGw~s aod optluro nre eubject tu change, Flame appearancY May di(Fer from JvtatwMm i^ product literanue due to gcogtaphk md ahw.Pheck difkrsnevs. 73(Hti 7/97 CG TKS2A, TK52D Brass Trim DF360A. DF360U Fized Gloes Doors RECEPTION NO. F0785925 14.19 P6: 0001-001 236 RECORDED FN JEFFERSQN COUNTY, COLORADO 1/25/1999 11:38:01 WARRANFYDEED THIS DEED, Made this 13TH day of SANUARY, 1999 between AppLewood Reserve Venture, d Colorado Joint Venture of the County of Je£ferson and State of Colorado, grantor, and Eric R. Schultz and Pamela A. Schultz whose legal addreas is- 7095 W. 45th Ave., WheaC Ridge,..Colorado 80033 y of the County of Je£feraon and State of Colorado, granCees: WITNBSS that the 9rantOr Eor and in considaration oE the sum oP EIGFiTY ON& THOVSAND NINS HUNDREA AND 00/100, {$81,900.00y Dollara, the receipt and eu££iciancy oE which is hereby acknowledged, has granted, bargained, sold and conveyed, and by thase presents does grant, bargain, sell, convey and coa£irm unto the grantees, their heirs and assigns forever, not in Ceaancy ia common but in JOINT TBNANCY, all real propezty, together with i.mprovementa, if any, aituate, lying and being in the County of Jeffersoa and StaCe o£ Colorado, described as Eollows.: . Lot 5, Distinctive AddY65S2S dt Applewood, County Of J6£Y2YSOn, State.of Colorado also Icnown by sCreeC and number as.3210 Oak St., Wheat Ridge, Colorado 80033 TOGETSER with all and siagular the hereditaments and appurtenanaes thereunto belongiag, or in aaXcaS.se apgertainiag and the reveraioa and reversions, remainder and remainders, rents, issuas azid gro£its thereo£, aad all the estate, righC, title, ,interest, claim and dem.aad whatsoever oE the grantor, either in law or equity, of, in and to the above bargaiaed prem3ses, w3th the hareditameuts aad appurtenances. TO HAVH AND TQ HOLD the said premises above bargained and desCribed, with the appurtenances, uato the granteas, their heirs and assi.gns £orever. And the gxantor, Eox himselE, his heirs aud personal represeatatives, does covenanC, grant, basgain, and agree to aad with the gxantees, their heirs and assigns, that at the time o£ the ensealzng and daliveYy of thase presenCS, he is well seized oE the pxemises above - convaya8, has qood, sura, perfect, absoluta and indeEeasible estate o£ inheriCance, in I.aw, in fee simple, and ha5, good right, £ull power aad lawful authority to grant, bargaia, sell and convey the same in mannar and form aforeeaid, and that the same are frea and clear from all £oxmer aad other graats, bargaine, sales, lians, taxea, assessmertts, encvmbrancee and =estrictions o£ whatevex kind or nature soevar, except general taxes for 1999 and subeequent years; except easements, restrictions, covenants, conditions, raservations and rights of wayof record, iE any; LL~ OtSSA LU:USSSen w~~tFOO ~ C)Q I ~ N YTate o Q w -7) < y The grantor all and wiil 9PARRANT 71ND POREVSR D88END the above-bargained premises - ia the quiet d peaceahle posseasion of the grautaes, Cheir heirs and assigns, against all d evexy peraou or persone 1awEully claiming the whole or any paxt theseof. -The sing ar number shall inalude the plural, the plural the singular, and the usa of any ge der 8ha11 be appli to all gendera. IN WI SS WHEREQF the antor has executed this dead on the date sat Eorth ahove. Sy R Distinctiv , Ltd. a Colorado Lim' ed Partne ip, tnE venturer Applewood Aeserve venture, a Colorado 8y ~ Joint Ve~ure Pa ge9, general partneac Hy 288 P tn r C, joint venturer Hy ~ Step n F. Blkeni, Manager STATE OF COLORADO } ).ss. The foregoing instrument was acknowledged before County of JeEferaon } me this 13TH day o£ JANUARY, 1999 - by Applewood Reaerve Venture, a Colorado Joint Venture by 28R Partners, LLC, joint .venturer.by„Stephen F. Elken, Manager and by APA Digtinetive, Ltd., a joint venturer _ by{. P~it.' k-`K~tgeneral partner Witness my hand and official al. My commission expire.s ~-SG~ ..;~ea`_r,w ✓n''h. . . NOTARY PUBLIC' 3700 E. Alameda Ave Suite 340 -85`1 . . Denver. COLORADO 60209 t~y!N~I~iy1 . y^J'i . - ' " " - - ZLERK7;M11[)_RE0OfiDER UF IEFFER50N COUN'fY CERTIFIED TO BE FU(,t'i"RU£ ~';dD CORREC.T C.O?y OF THE ORlGINAL FILM IN MY CUSTODY. DATE ol -)j-<, _~Ig 6AYE GRIFFtN,dEt-fE{Wy COUBfT94RERIQ/MJD RECORDER. 1 CLER;t JEFFERSON COITNTI CERTIFICPTE OF 1•1F.TER At;'J SEI:TER SEP,VICE AVAII.ABILITY Note To Aoplicant: A building permit will not be issued without this Certificate signed by the District or Agency suoplying services. ExDires one year from date of avproval by authorizing agent. 3270 Oak Street February 16, 1999 Job Address Date Lot 5 Block 1 Distinctive Addresses At A SCi1pL10A se o Eric R. and Pamala A. Schultz 7095 W. 44th Ave. cell 303-877-1926 Owmer A dress yyheat Ridge, Co. Telephone 80033 See reverse side for facilities requiring Health Department Plan Review ' ame o anitation istrict,or Agency ( )Sewer Service Available ( )Sewer Service Not Available Individual Septic Perei=t DTo. CoLmenr.s or Conditions: nere y certi y t.at av2i abi ity or service :s as incicate a ove. 5ignature o Authorizea P.gent Date Jefferson CountyHealth or Zoning Department ; ignature ate WATER Tlie Consolidated Mutual Water Company Name o Water District or Agency ( x)Water Service Available ( )Flater Service Not Available Colorado 4ie11 ?ermit Co-uiments of Conditions : Water service is subject to compliance with the Company's rules, regulations and requirements for such service I nereby certify tnat availability of service •:s as '_.^.dicated a'oove. Signature o. Autnorized Agent Date Jefferson County I-iealth of Zoning Department Signature Date ~ ~7 0, WESTRIDGE SANITATION DISTRICT 3705 Kipling StreeT - Suite 101 Wheat Ridge, Colorado 80033 Phone (303) 424•9467 Fax (303) 424-2628 February 16, 1999 To: The City of Wheat Ridge From: Westridge Sanitation District Sewer service is available for 3210 Oak Street. Connection to the sewer subect to the District's Rules and Regulations. J uo,~ Madge Kulp, Manager LEWIS CONSIILTING ENGINEERS, INC. SUBSURFACE INVESTIGATION OF LOT 5 APPLEWOOD SUBDIVISION 3210 OAK STREET CITY OF WHEATRIDGE JEFFERSON COUNTY STATE OF COLORADO FOR SWAHN & ASSOCIATES 200 UNION BOULEVARD, #318 LAKEWOOD-COLORADO 3 FEBRUARY 10, 1999 20JECT NO. 99-2026 TABLE OF CONTENTS LETTER OF TRANSMITTAL SCOPE FIELD AND LABORATORY INVESTIGATION CONCLUSION AND RECOMMENDATIONS A. BUILDING FOUNDATION B. REINFORCING STEEL C. FLOOR SLAB D. WATER CONTROL - RECOMMENDATIONS E. LATERAL EARTH PRESSURES LIMITATIONS AGREEMENT OF PURPOSE AND DISCLAIMER FIGURE NO. 1 LOCATION OF TEST HOLES FIGURE NO. 2 LOG OF TEST HOLES FIGURE NO. 3 FRENCH DRAIN FIGURE NO. 4 RECOMMENDED METHOD OF CONSTRUCTING DECORATIVE GRAVEL OR BARK AROUND PERIMETER OF BUILDING FIGURE N0. 5 SWELL-CONSOLIDATION TEST RESULTS 2 LEWIS CONSULTING ENGINESRS, INC. 13048 NORTH HIGHLAND CIRCLE LITTLETON, CO 80125-9754 303-791-2630 February 10, 1999 Swahn & Associates 200 Union Boulevard, #318 Lakewood, CO 8028 Dear Sir: Enclosed is a copy of the Subsurface Investigation conducted on the site known as Lot 5, Applewood Subdivision, 3210 Oak Street, City of Wheatridge, Jefferson County, State of Colorado. If you have any questions regarding the contents of this report, or if we may be of any further assistance to you, please do not hesitate to contact our office. n Sincerely, Charles J. Lewis CJL:njk Enclosures 3 SCOPE• This study was made to assist in determining the best type of foundation to use, ground water conditions, and types of soil encountered. FIELD AND LABORATORY INVESTIGATION: One test hole was drilled on the site as shown on the attached Location Map (Figure 1) with soil samples taken at changes in the soils. The soils were classified during the drilling operation, based on cuttings delivered from the auger. The top nine feet consists of moist, stiff, silty clay; with moist to wet, soft, sandy, silty, clay found below the nine foot depth. Free water was encountered during the drilling operation at the eleven foot depth. The silty clay has a low to moderate swell potential and will consolidate more than desirable under moderate structural loads. CONCLUSION AND RECOMMENDATIONS: A. BUILDING FOUNDATION: In our opinion, the foundation may be placed on reinforced footings on the compacted soil (no fill) below frost depth. After the foundation excavation has been completed and prior to placement of the footings, compact the soil to 95 percent maximum density at 2 percent above optimum moisture in accordance with ASTM D-698 (Standard Proctor Test). This can be attained by lightly watering the soils and using a hand-operated vibratory roller or a loaded, front-end loader on the soils, until the settlement of the soils is less than 1/16 inch. After the compaction, design the footing for a maximum soil pressure of 1,500 psf and a minimum dead-load of 800 psf. Continuous spread footings should be designed for a minimum footing width of 16 inches, and in general should be designed as narrow as is feasible to increase their minimum dead-load pressure. Isolated spread footing pads should have a minimum width of 24 inches to prevent a shear punch failure. The foundation walls should have a minimum of 2 5 rebars, grade 60, in both top and bottom, also place reinforcing steel in foundation walls per latest ACI Code. There should be dowels in the footing which will tie the footing to the foundation wall. The footing should be reinforced so it may bridge any soft spots in the soils. The footing should be a minimum of 36 inches below the finished grade of the soil around the foundation wall in order to be below frost heave. If foundation wall is straight for a distance of twenty-five- feet or more, add a counterfort to reduce the possibility of the wall being pushed-inward. All concrete should have a minimum compressive strength of 3,000 psi in 28 days. Use sulfate resistant cements (Type II, Type II Modified or Type Vi cement) in all concrete exposed to the natural soils. Lewis Consulting Engineers, Inc. 99-2026 pg 4 B. REINFORCING STEEL: It is imperative for the reinforcing steel to be properly placed in the foundation walls. The following items should be adhered to: 1. Rebars in top of foundation wall should be a minimum of 3 inches and a maximum of 6 inches below the top of the foundation wall. 2. Rebars in the bottom of the foundation wall should be a minimum of 3 inches and a maximum of 6 inches above the bottom of the foundation wall. 3. All splices should lap a minimum of 24 inches. 4. Rebar should be placed around all windows and blockouts in the concrete wall. 5. Rebar should be continuous around corner and across stepdowns, or have additional bent rebars extending 24 inches in both directions from the corner of the foundation wall. C. FLOOR SLAB: It should be realized that there is a chance for cracks developing in concrete slabs poured directly on existing ground. The probability of cracks developing increases as the soil becomes more expansive, or if non- expansive fill material exists beneath the slab, or if the slab can be heaved up by frost heave. If the contractor or owner wants to assume the risk, a floating slab, may be constructed and should be moderately reinforced with wire mesh and should be separated from foundation walls by use of expansion material placed 2 inches away from the foundation wall at the bottom of the slab and touching the foundation wall at the top of the slab thus allowing the slab to move freely. Utility lines and structural members should be isolated from the floor slabs by wrapping the lines and columns with a non-bonding material and provide joints in concrete slabs around all lines and columns. All pipelines which pass through the slabs etc, should be provided with flexible connections capable of moving at least 3 inches. When the furnace is placed on the floor slab it is necessary to provide a 3 inch collapsible connection between the furnace and duct work. If hot water heat is used, the piping should not be placed beneath the concrete slab. The depth of slab control joints should be 1/4 the thickness of the concrete slab, and in 200 square feet maximum area, such as 10' X 201 . A slab control joint located 3 feet from and parallel with the foundation wall is also recommended. Non-bearing partitions constructed on the slab on grade floors should be constructed with a 2 inch void space either above or beneath partitions. Lewis Consulting Engineers, Inc. 99-2026 pg 5 Door jambs, stairs, drywall, etc should not rest directly on slab-on-grade as the slab could move and cause damage to other portions of the structure. If any of the concrete floor slab will rest on fill material, it is necessary for the fill material to be compacted to a density of 85 to 90 percent of Standard Proctor at 2 percent above optimum moisture. D. WATER CONTROL - RECOMMENDATIONS: 1. Poor drainage around buildings and along backfill has been the primary cause of heaving soil at foundation level, due to seepage of surface water into the subsoil. To help reduce the seepage of surface water, the finished grade shall have a slope of 12 inches for the first 10 feet away from the building. THIS IS MOST IMPORTANT. 2. Keep the excavated surface moist during construction by occasional sprinkling. 3. Do not place a gravel layer under the floating floor slab. The slab should rest directly on undisturbed natural soils, or on compacted fill soil. 4. The future owners should be cautioned not to install a sprinkler system next to foundation walls. Lawn sprinkler heads and landscaping which requires considerable watering should be located at least 10-feet from foundation walls. Trickler or bubbler type irrigation systems are not recommended for use adjacent to the structures. Lawn irrigation must be controlled. 5. Extend roof downspouts a minimum of 5 feet (5') beyond building and beyond the limits of backfill soil near the foundation walls. Sill cocks should discharge onto long concrete splash-blocks. 6. A French Drain is required. Foundation Drainage System connected to an adequate outfall or into a sump area with a pump for proper discharge of water is required. (SEE FIGURE N0. 3 FOR DETAILS.) 7. Backfill around the foundation walls should be compacted to 80 to 90 percent maximum density at 2 percent above optimum in accordance with ASTM D-698 (Standard Proctor Test). When this backfill settles, re-fill with dirt to maintain the slope requirements of 12 inches fall in ten- feet so that water flows away quickly. Particular care should be taken to compact disturbed, natural soils and any fills placed to support sidewalks, garage and Lewis Consulting Engineers, Inc. 99-2026 pg 6 driveway slabs, and this soil should be placed in S inch maximum loose lifts, compacted to 90-95 percent maximum density at 2 percent above optimum moisture in accordance with ASTM D-698 (Standard Proctor Test). It is recommended that porches and patios be supported on haunches and or piers founded on suitable bearing soils. Onlv low swelling soils should be used as backfill material around the foundation walls, under sidewalks and drivewav slabs. 8. Do not use plastic membranes to cover the ground surface immediately adjacent to the foundation, because these membranes trap the moisture and does not allow normal evaporation. Use non-woven geotextile fabrics, such as Typar or Mirafi to limit weed growth as this material still allows moisture evaporation. 9. The owner should be informed not to install decorative dams around the foundation, as it is necessary for water to flow away from the foundation as quickly as possible. E. LATERAL EARTH PRESSURES: Foundation walls are normally designed to be fairly rigid (unyielding), and should therefore be designed for "at rest" lateral soil pressures. Rigid foundation walls should be designed for an "at rest" lateral earth pressure of 50 (fifty) pcf Equivalent Fluid Pressure (EFP), plus surcharge pressures and hydrostatic pressures, where applicable. LIMITATIONS• In any soil investigation it is necessary to assume that the subsoil conditions do not vary greatly from the conditions encountered in the soil investigation. Our experience has shown that variations do occur and that they become apparent at the time of excavation for the foundation system. If soil conditions appear to be different from those described herein, this office or a qualified soils engineer should be called to inspect the open excavation prior to any construction. This inspection is not a part of this report. Lewis Consulting Engineers, Inc. 99-2026 pg 7 AGREEMENT OF PURPOSE AND DISCLAIMER: The parties specifically agree and contract that the purpose of this soil investigation is to test, analyze, and report on the condition of the soils encountered only as these tests pertain to the suitable design and construction of an appropriate foundation for the proposed building and/or residences to determine the load bearing capacities of the soil. THE PARTIES SPECIFICALLY AGREE THAT LEWIS CONSULTING ENGINEERS, INC. HAS NOT BEEN RETAINED NOR WILL THEY RENDER AN OPINION CONCERNING ANY ENVIRONMENTAL ISSUES, HAZARDOUS WASTE OR ANY OTHER KNOWN OR UNKNOWN CONDITIONS THAT MAY BE PRESENT ON SITE. DUE TO CHANGING TECHNOLOGY AND CHANGING IINIFORM SUILDING CODES AND CHANGING CITY AND COUNTY REQUIREMENTS, THIS SOIL REPORT bNST BE USED WITHIN ONE-YEAR OF THE DATE ON THE FRONT OF THE REPORT OR MUST BE UPDATED. Lewis Consulting Engineers, Inc. 99-2026 pg 8 LOCATION OF TEST HOLE 3210 OAK STREEf FIGURE N0. 1 TEST HOLE -12/12 -11/12 25 NOTE: = WATER CLAY, SILTY MOIST STf FF CLAY, SILTY, SANDY MOIST TO WEf SOFT TO STIFF 10/12 INDICATES THA7 10 BLOWS WITH A 144 POUND HAMMER FALLING 30-INCHES WAS REQUIRED TO DRNE A 2-INCH DIAMETER SAMPLER 12-INCHES INTO THE SOIL LOG OF TEiT HOLE 3210 OAK STREET FIGURE N0. 2 LOPE 12" IN 10' FEET MINIMUM ~ t o 0 z 0 1/2" ASPHALTIC FIILER SLOPE . , cn ~ o 4" CONCRETE SLA . u~ - y *15 FELT P/1PER. ' 0 Y., y~ . .YETHELFVE 12 RND ~EXTENDED ALONG BOTTOM OF 4" ROUND PERFORATED PIPE EXCAVATION. MIN(MUM- 10 INCHES CLEAN, FREE DRAINING (1 1/2" ROCK7~ GRRVEL, WITH TRENCH SLOPED 1/4 INCH PER FOOT. DRRIN TO SEWER'fR15NCH IF UNDERDRAIN IS UNDER SEWEA IINE. CONNECT THE FOUNDATION DRAINAGE SYSTEM TO AN ADEQUATE OUTFALL OR INTO A SUMP AREA WITH A PUMP FOR PROPER DISCHARGE OF WATER. FRENCH DRAIN FIGURE 3 aecosmanded !lethoa of CaAftxstEng Docarative Gravel or Bark Ataimd Per+me*er of Huildivig [o DischaYge iiaY.er Beyand 'Az+es of cravel or sark / woOd Ot Metal Edgir~ Witti l/r" MIdma Open Spece ~ Eottam ~ to Allaw Fhter to Flow AkIS y YrOM _ndl11Y~-•,•W I3nrestricted. \ 1___L. " rnmamm 1_,3k7P y e ~ O o e v oQdab *~~D~~~~~ eo ~aE09° 'bl\°~~ 5~°~o°~'s''° ~y ` ~ ~~,P'°•~' $].ope a l~Lnimn ~ , ..p.4 of 12" in t2fe Flxst Op10 Feet FYam the ~17% 1. Famdation F}all. ,o~v.o.D, Caicrete Fandation Wall . . . . _ . _ _ . . . SLich 34 ZypHX OZ' MLZafi M y ~ B2 US2d rA yLiIDlt WeBd GrAJth 9[d $Clll AlZOWs Nb1SLZII'e Ev9QOIdC1Ql. ~S 1. Do lbt Place Plastic Ihterisl 1Tncler G=avel or Bark As It FIIll Remain Wet ilnder the Plastic. 2. 3ricks May Be LTmd In I3eu of the Wnod or INetal Fdging Hy Plac3ng t6e aicks ni~y on n,e cmund Wacb i/r" space Becwem m-icks. 3. Msloe &ae the Gcusd Lbder the Decoxative Gxavel or Bnrk is a AHtrtma of necorartve Gravel or Barlc 1" Abaie the Ia+n So Imt t6e Iawn Isa't Acting As a Dm and Pceaeoting Wster Pcm Flw3ng Amy Fcan the Fandatian Wall. FTQIItE 2D. 4 7 s Z 5 0 (n 4 z a a x 3 w 2 1 bz 0 1 2 z 3 0 4 w r ~ ~ 0 v 6 7 8 . . k E P P E I ND UE 0 Q W I IJ I DDED A ,1 1.0 10 10 APPLIED PRESSURE-ksf SAMPLE OF SILIY, CLAY FROM 3' DEPTH NATURAL DRY UNIT Wf.= 98 pcf fUATURAL MOISTURE CONTENT 14 % SWELL-CQNSOLIDATION TEST RESULTS 3210 OAK STREET FIGURE N0. 5 7 6 z 5 0 U) 4 z a ~ w 3 2 1 bt 0 1 2 z 3 0 c~n 4 w ~ O c~ 6 7 8 E P P E I UND UE R 0 0 W I I ' I D ED - A X E R A D .1 1.0 10 10 APPLIED PRESSURE-ksf SAMPLE OF SILTY, CLAY FROM 7' DEPTH NATURAL DRY UNIT WT.= 97 pcf NATURAL MOISTURE CONTENT 15 % SWELL-CONSOLIDATION TEST RESULTS 3210 OAK STREET FIGURE NO. 5 SHEET 2 OF ,l° LE I. FINAL PLAT r y~ VICINITY MAP ¢o SCNEE i •]00 as T I IDr ITS R - ¢i 123' ° t IQ x 'WI 4 g` ' x o n 4 I mil ~ '19 zz'F_IZ .ao:J lm I I 1 1 I_ 125,ptY - ~ o~~ 1 I r Enah. umrty uswr. Ni unuTT aDPAYEAE -S009e'2YEI x20.00' - -1ca.Oq'- 16 F...,tl` DWI $r 14 Lz45p yoa0- - - 1po.DO'- - ISUTRJ euxAlx,G. 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F1. 3 p 'u• 0.]2 AU ~E%ISTO.PAGE 1eLmina IMI 3 OPAIWLtE EA]YJ ICO 900'b'u_E 6Q10 m.•,--I~Ii unurT a DPUN,GE usN?le. d 9B~ v 6 Y.IWI ml 9Y I 7 s: ILw6z¢ fL . a✓ • (/I 81 ` cis X'. 128 act's I2-3® a¢ FLT a.u ams ~Iz Ii` I e9Dz .L 3x3° 0.3 I!c "I ~ I m c io% )aao -I ~ -3tr? _C1` ,,..s.'• $p\siO 1ex3gx I 51 _ ►sc¢ _ _ 515V` - r u .-J aM¢ IW.OJ~ iCQ[L 1CO.W 90. i `~N CV 00'Ia 22E G2 - .00 N OD'q 22 M es -A - - S CO1e4]3• E EAST LINE SE 1/4 NM IN E I/2 "xT a RR)KS Oak N 00.18'22- W ree 8 - _ Oa9TJ' sTREEr xm.y =,,ATED TO THE OTT OL MIgAT R1oGE 9 I ] n • 5 00'16'IY E IDO.GO ,00 _ .00 tW.OV L T ' J U U,, G3EIEN ' 10 1] 9 ql wEl i aT•a+ 4i ~6e5 ` ~ 6 0 0 25 , = 2 23 24 ssq% 20 21 _ 2 • n ,gy 139N z¢ It y „ 13911 f¢ ii. ,a a 31911 z4 Ft m q 1190). z¢ i6 ' 19 n n l1935 A¢ ft 13929. z¢ ft . e O3i ems A n 031 eves 5. ❑ O3l 9ves 031 am,z m yn ems n ^ nit aCr'zQ a - t102P UQ ft m 0.z Dj1 f3 x •KIi-pn f n 190 61x. ~~d~- - ia]-Do 10 EXISTING VTLITT a DPAINAOE E,SEYENT TO eE' ATED mail DATA. 0 A tv S" GSo.ao nti,' N usT ME 28 g ~ ) 1z N] a¢ FL . 91{9~ 'O29acrez - - - r--~ ` . Kal ~ 119126.¢ FC u IL35?T,, m 031 awls 029 ! 10'UTIUTT a OA.a~.GC GSLr ExT - I _ r I . 1143.5a' HEST LINE EAST V2 iPAGT It 9NOOF TRACT 1, BRCOKSWE wa. R-1 Bart d be.rmt u Ibe scNib lip, d ,M BouNV,a an-qu9ner d tM NarIMAr meylWW f Seabp 2a. T9vn5DiD 3 SaN1 RmEe 69 qnt d 1M 61A Flo-O.aad ao Se0N0a L GCOIS Iac t- breac-UDTra 3aW O°abu. E7 u6,109 S E9'19' SS Y(R oplim N¢ 87323933). htr b IY,~eI al M 1113b41r•p m ri' b d ab Olr. mPV.'eE HILIKb ,tol.a ov Iw ogrmo-t a 91enYq N MnLZerA C r a 51. ANare b,o-.1n o-rrwaNrLT., b grEi q•f11a.11P 4 brlary Emgrml ptWaO.Im g.eiapmotrRADL , irM DATA 11 N SET YETn TAG IN EAST Ir£ CF'WA PsST. L.z A1TG99 TOTAL SITE AREA: 10.70 ACRES (483.2)1 S0. FT.) NO. Of RESIDENTIAL LOTS 3D LOT SUM 1YPICAL .47 140' x 100' - 14,000 SO. FT. PIE30.Y PROPOSED ZONING R-1 PE91CHEl3a1t 9R ASS GW IN CRY OF WHEAT RIOGE BOX, 330 FEET WEST OF THE INTERSECTION OF WEST 35TH M40 NELSON STREET. EI.EVATON - 5436.98 FEET (US.G.S. OANN) ~I y~ Q 9 Ida ,S c ~sp Ig„~ 2i I I al9's N - VIL~ m-c9 m 1m 9GNL r_ m oo•NO9'w z1.oo' 00.19'09 W 9.00' c LEOENO m3` OENOrE9 9ETMS RE9M M/FCASn m • rJi FEaL,S.gIR99 302. 9 DENOTES SET YETALTAG LS AIT299 A )ENOTES f Y MASS CAE Y N RANGE NSX. YI% A DENOTES TD RE SET M5 RED. 01 z, -9RANeE 9J% AFTEA STREETS ARE StR I All order r,C4 er, 15.00 foot, IM i ,,,.NSS d ft,crty Use, eron",!. il, ro..rr eMbJrreAb, ed,) ram Km fell d a+ervw N aabmlN w II. x.•,~T 1•F!. alm4X N mEIY b Ne !ml N, ab (q,fMlm N ~11fEgla M ALL prfRlW IN qtl oNr. b CM E MT1gI RIOx frt law ue r19M1 m e,Ir u1 eal,l N FrEew u.,vr'gE, Ir. mr a ,a,Em.>.am,r.l.1.+.amva.e ~p.,~biw L9m mnby x. Nnagq a 1r+cale,111 Y mvndl N Y1! gIn1YFI/fNOa ENIaI xY m tl1,W R rh,'Lbv+zNC393e hA'dlt DlgsYmly AargNWtYltlm av(r).111 be zwd.itl,Yt tb mar d tle CIM EryN~'. L 17.~L )9,•_5 'll:'S F'E=.fr+Li'i SLI=F~L~,~ DO 1 a_;ctg,w 11:7 9 SF'G_.IHLTI SU=PL,r.ii. f.i i. _ D11-1 CALIBCR AESTHETICS • Two-srdcA viewing u.ra prot,idrs n cu~ifvmyornru ; ~ylc ~u yuur honie. • R i'Crq r'eA/iSNt' Wooq-like firc i. Cre,itarl tviNi Ini~e burnirig riuber., rnndolrl f7amr, qnd lpgc inirlj hnrrA-pninteJ drtai(in,q, • A modulnting /lpme cantrol rncans unriablc Dtu iiiput (26000 - 34.000 Btu/hr. for rinlural gos; 23,000 • 30,000 6tu/fin Jor L.P. BRS) arid Jirtmc hcr,3ht. • Caliber minirni.es the etcri surround and rnasirruzes ihe a(ccuing prra/ur o brfter-laokmgfi.eplncc. • Steel rcfructury lining NrouiAes n masonry appearance. INSTALLATION AND MAINTENANCE '"Quick-Access Glass" kecps ropt+ne niaintenance shnyle. Nu screws, bolts, or special touls, iu>t fhrec Fj~rill8 IptC~A83 providr n<un/ii•ehor scnt. ~ • A reuiovablc bunter assembly is the u(tinmte conueniente 4uritig ruuliric ;craLe calls andfutnre upgradcs. $is sinaple screwe ie(raec ihe nssenrbly. • TNe oue•Vicce lug set rnininuzee instoNer and lioureowne, cwv/ir,ion nver proper lug pln:cincnt, cnsuririg rrliablc peiyorttiante. . • Direct uurii systcrn provides a oealed com6u<tion c/iarnber; ni:o J64rc 1'rlc cItorrr nf ventnglrotn tn: !ov or side ci(the npplrnncc, SAFETI' STANllARDS • Thcrinoyilr-thermocouple etanding pilpl is an industry-leAding saJet,y appGeutmr. • Prvtcctive metal edge minmuzrs gfess chipping duiiriR roufrne mainrennnre. • The poRerued "Carch Latch" >yatein ai thc glnss provides aa/c hnnaliag nn« f rrpl4tce pcr/urmnnce • A high lirnit sruitch is n btiif!-in, stnnda.d fcnturc ori aN CaGbcr n{+plinnccs. • Spnng-toadcd cxpaneivn reNef donr ,¢lieves urvu pressurr fhnt rnny Uui1d up m5idc thz Ji,e'vux • Teslcd und GstcA to UL Sn/ety StandarAa, • Oi+t-,yeqr liiniled ruurranty. ~ za . , , . I, i Warning: You canoot cover eny nf the removabfe panele on thia unit ae Ihis moy create a fire hazard. ~ :'Yhrn fini>IUng the Culibe. Sce-thruudli, cumbuaiible iuaucnnl uiay be 6roughf uy q) ibe c~~e5 ~;l the picplnce Lsl Iuucl~ ncauer uarrlap Wr black aren. The bleck irietal mqy be coaercd uAh nnncu,nbuslibM_ rnnFcnal o,ily sitch rs rw.ble, Nie stone, rlc. p :0yry,i i1:3'? '.4,F'E::FiL'1~ 31-FFLf ;J . il Framing I + All,. j~f,.. , ~ ~ lOf08N0 1 SMXDr1~B ~I' I• ~r ROUGH FRAMJ.NG DIMLNSIONS •1 "d}~ ✓rowrope ~ LJ ; hei, qhl • 4P'1; a+me. . ~Kl" f4 - / I 'eou~ CLEARANCES TO URROUND COMBUSTI[3l,ES men.o. ~ I I • Miniinurn window IveiSht • 49314", l~,; • Minirnurn rccesecd shelfh.rghi a~~"• • Minimurn rnantcl iieight • 46". • Top uf slanrlof% _ p..; floor • 0"; Back and ciites o/Jnrcp,nc.r . yt Ce-IMg. 3p^ CERTIFICATIONS • Cerli/ird/vr installation tn Dcdroonty, bcd/sittirrg roomi (inA ryi ha~ues. • Cunswlf furnl builQing coQce/u.locnl ineeallutione aird uyeruauna: ~u~dr~u~ec, GENERAL CONSTDERATTONS • The rough franiing dimen5i0n5 ShoWh abuve reprearnt the Gi5lruLe)40i1j ;lurf t> srpi! anly nn.? do nal tokc into consideration the addition of e,4er!rocA/drrywa!( • Th.e eop heaAer meu touch the stnadoffs. 6ut llie dimc,rcrun sliviurs 6tcrr ollow; 7/3" fo pasi7anr< <1i.fireplnc¢ if franirrg is constructed yrr(or ro the pipcererrit of the ,;nir. • Wiring for an uytional Jan krt or remvtc con;rol iaust br Jont prior fo finish,ng Uie i113140n144n. • for besl results, Qo nof consirutt Iht Jiarnirrg until dle urvt iF in ylucr. ' A keprJft exlen5ion is nut requireJ. ~'These Ainiensiqns C4n only be obininrd whcii utJi:rng the raar venting sysirm cJ thla eyp!iqu,.r. enting ..',Y.f:,•~`,,'r;..r..r,... ~ ' r . ^k • ~rM.~~'~1,~ ' Vsnonqrwn oMytormin~ \u•in.~ewTOP VEN'T HORIZONTAL TERMINA7ION CLEAftA, "CCS "~eoen~ ~ ~ . 1 ~ • 3" tle!vancu reqi,ircd abuve honzonlitl veiiL F--~ r w~' ~ dcarenre rcqnir~d utunF bot~oru .i~id ;,d;s pf a,.n7, ~ ua: Mw R • Masirtunt hor/¢onfn! .un ija ho.isorutal lenriinnNon~: 26'. 'm" on.w ~ • Masrmum verticrs) rurr in horizunlul fcrminativn: 25'. •io ~ • RrqulreA rise: '/y" fo, rvery 7' of huritonRal rNri, ~r• rmu.`_ • RcqiureA urnt suyports; one sup}+u.,far rvrry 3' nJ Grvn:,iridu! r;irr 2r'l,rrca pipe ectrlup 7J/+ •E/Ject o/aJdiliona( 900 cibozos~ reduccs riraximum horriunlai di>rcnce by 3'. ' A slandurd horizvnfal lenrtinutioit requhes Ihe to{I of !(ie hnninairon cnp fzovc a 13" n:inium deorun;c to a ucn(Nated so/fit and 12" ni~nirrauwi tlcarnnce to nn r,uvelibinted so%fil REAR VENT HORIZONTAL TERMINAT[ON CLEARANCES • 7" c(earanct raquired above veiit on runs off Nu bnrk of the unii tu llic wall siudia. ~ 3" cltarnnce raquircAaborn ucnt an runs inarAc a tuull (a htof shicll mu„t bt orsfadr;!). • 7" Nearance repuircd along b01tU111 p)1d sidr.s o% vent. • Masirrum horiznrtRnf run with nU ucrtical serbanc, 24 ~VEATICAL TERMINATION CLEARANCES • 1" clcn,ance requircd aruunA the vent on vcrtical iuttallalienu. • Maxiniunt sfrnight unsupportrA nser 25'. • Marirnunn ccighf: 40' Jroni the base af the uypliuncr; imiiiruwu AcrQMI: 12'. • Evcry 1' Vf hUrizurrtql rtm roquire< 2' uf rerlicul rise, FLU E DE;-t A1 t,_ C. &-e, N F xlvo~ So~ 4 Z- . ~ 7!I, c YaV►%} / j• yrt-t 4ap.+ ~¢ow. ) Cyawn~a ~ifCqfi~~i ~(e (~YMM 34 f'v vR~~'icwl b 3°~e 903•905111 1 1991 UNIFORM MECHANICAL CODE Installati, n anl Construction Requirements Sec. 90: (a) l neral. Factory-built chimneys, Type L vents, Type B gas ven[s or Ty, B W. as vents shall be installed in accordance with the manufactur- er's installat n ins uctions, the terms of listing and the applicable requiremen[s of this code.~ Metal chin`._ ~,Ahall be installed according to the applicable requirements of ~y Section 914. For masonry chimneys, see Section 913. (b) Dampers. Manually opera[ed dampers shall not be placed in chimneys, vents or chimney or ven[ connecrors of liquid- or gas-buming appliances. Fixed baffles on the appliance side of draft hoods and drafr regularors shall not be classified as dampers. Auromatically operated vent damper devices shall be listed and installed in accordance with the terms of the listing. ElecVically and mechanically operated ven[ damper devices shall be arranged to prevent firing of the burner unless the damper is opened to a safe posi[ion. (c) Unused Openings. Unused openings in a venting system shxll be closed or capped ro the satisfaction of the building official. Location and Support of Venting Systems Other than Masonry Chimneys Sec. 904. A combustion products vent, vent wnnector, chimney or chimney connector shall not excend into or through an air duct or plenum. EXCEPTION: A ven[ing system may pass through a combustion air duct. Portions of venting systems which extend through occupied spaces shall be enclosed to avoid personal contact with or damage to the installation. The base of a vent which extends to the ground shall rest on a solid masonry or concrete base at least 2 inches in thickness. The base of a vent which dces not extend ro the ground and is not self-supporting shall rest on a firm metal or masonry support. Appliances shal] not be vented into a fireplace or into a chimney serving a fireplace. Venting sys[ems shall be adequa[ely supported for the weigh[ and the design of the materia] used. Length-Pitch-Clearances Sec. 905. (a) Vent Offsets. Except as provided in Sections 901 and 907, gravity vents shal] ex[end in a generally vertical direction with offsets no[ exceeding 45 degrees, except that a graviry vent system having not more Ihan one 60-degree offset may be allowed. Vent offsets shall be supported for [heir weight and shall be installed to maintain proper clearance, to prevent physical damage and to prevent separation of the joints. An angle greater than 45 dcgrees from the vertical is considered a horizontal run. The total horizontal run of a vent plus the horizontal ven[ connector shall not exceed 75 percent of the vertical height of the vent. 70 ' . . . w~% 1 )"Y / 1 rJ ~ ~ I~ w ( 1 l~ x ~ a~ klM,s ....~.~k..~I.~P.~ ~ . . . ~:IM~K:.:G p~:fkAS!$M++t"`N. ....,.,.i.YkNk"lf~~`"~WM~Rtiy,,kf3 . 14•.:~.~yyMy.,:W~ FORM NO. G22-448 REV. 5 Supersedes Form No. G22-448 Rev. 4 ~ I T . Mm ~y "~.,.5, sx 4M1„ RUU SILHOUETTE II 80% A.F.U.E.t UPFLOW/ HORIZONTAL GAS FURNACES ; UGPH- SERIES Models with Input Rates from 45,000 to 150,000 BTU/HR [13 to 44 kW] (U.S. & Canadian Models) ce~wy hpttM1v yhEwy~~ e awe. w.a~.: nw mi E~~. een~ Eo aa The Ruud° Silhouette• II line of upflow/horizontal gas fur- naces are designed for utility rooms, closets, alcoves, or attics. Because of the Silhouette's low-profile 34 inch [864 mm] height, the upflow model can also be used to satisfy most applications that treditionally call for a horizontal fumace. The design is cerYrfied by the American Gas Association. Canadian models are certified by the Canadian Gas Association. Features ■ Patented Heat Exchanger, constructed of both stainless and aluminized steel for the maximum in corrosion resistance. ■ Low profile "34 inch" design is lighter and easier to han- dle, and leaves room for optional equipment. ■ Convertible from upflow to horizontal left or right without field conversion. ■ Left or right side gas and electric inlet connections with quick, simple change. ■ Hot surface ignition models equipped with remote sense, feature an integrated board with humidifier and electronic air cleaner hookups. ■ Insulated blower compartmeM, a slowopen gas vaNe and a specially designed draft inducer motor make it one of the quietest fumaces on the market today. ■ Pre-paint galvanized steel cabinet. ■ Molded permaneM filter. ■ Grab-holes in doors to aid in easy door removal and replacemeM. A variety of cooling coils and plenums designed to usa wfth Ruud Silhouette II gas furnaces are available as optional accessories. H.S.I. model fumaces can be installed in an upflow poskion or laid on either side in a horizorNai position. No field con- verting required. tA.F.U.E. (Amuel Fuel UIIItreEOn Etficiexy) cekubleG in acadence wMi Deperimerd oi Enerqy test Pn~!ures. . . . . . . b':":. oi . . iFtl19lN.~MT.Y!rt.... . .~4~hVN•~ A'k'W'Ii.G:M ° . . ` ~::I.I:ti r p0 RUUD SILHOUETTE II 80% ww' UPFLOW/HORIZONTAL GAS FURNACE ~ STANDARD EQUIPMENT Completely assembled and wired; induced draft blower; pressure switch; redundant main gas control; blower compartment door safety switch; solid state time on/time off blower coMrol; limit control; manual shut-off valve, pressure regulator for natural and L.P. (propane) gas; transformer; direct drive multi-speed blower motor. Furnaces are equipped with cooling/heating relay and transformer (40VA) ready for air conditioning applications. (Please note: a thermostat is not included as standard equipment.) Flame sensor tliagnostics; H.S.I. only lwinning options; fused transformer (secondary). 3rd apeed tan optlon for eontinuous fan; common heaVcool tarminal for H.S.I. OPTIONAL EQUIPMENT Side filterframe asumbly. Return air ca6inet for all sizes. (See Page 6) NOTE: Fumace is not listed far use with tuels other than natural ar L.P. (propane) gas. 2 The complete terms ol Ilmited and other warrantles are arailable at our aales atlice, or through local installer. All models can he converted by a qualified Ruud distributor or local service dealerto use L.P. (propane) gas without changing bumers. Factory approved kits must be used to convert from natural to L.P. (propane) gas and may be ordered as optianal accessories from a Huud parts distributor. For L.P. (propane) operalion, refer to Cornersion Kit Index Fortn No. 92-21519-52 for U.S. models and Form No. 92-21519-53 for Canadian models. \ f SEFORE PURCHASING THIS APPLIANCE, READ IMPORTANT ENERGY COST AND EFFICIENCY INFORMATION AVAILABLE FROM YOUR REfAILER. PHYSICAL DATA AND SPECIFICATIONS U.S. AND CANADA MODELS (UPFLOW/HORIZONTAL) MODEL NIIMBEfl3 . 04EAUSfl~ 05EAUER O6EAUEH .-07EAUEB ` A7EAMGfl "tOFAMEH 10EBRJR .12FAAJR. 15EANJB UGPH-SERIES 04NAUSH . 0.5NAUEq 06NAUEp 07NRUEB 07NAMGR IONAMEB tONBRJN 12NARJfl . ~:15NAHJq . 09EAUSA. 05EAUEA 'O6EAUEA 07E11UEA 07EAMGA .10EAMEA 10E8RJA 12EAIWA~ .75EAqJA Input-BTU/Hr [kW] (Z 45,000 [13] 50,000 [15] 67,500 [201 75,000 [22] 75,000 [221 100,000 [29] 100,000 [29] 125,000 [37] 150,000 [44] Heating Capacity BTU/Hr[kW] O 36,000 [11] 41,000 [12] 54,000 [16] 60,000 [78] 60,000[18] 80,000 [23.4] 81,000 (23.71 99,000 [291 119,000 [35] High Ntitude Input [kW] 40,500 [72] 45,000 [73] 60,800 [18] 67,500 [20] 67,500 [20] 90,000 [26] 90,000 [26] 112,500 [33] 135,000 [39.6] High Atti[ude Output Capaciry [kW] 32,900 [10] 36,500 [11] 49,000 [74] 53,500 [76] 54,000 [16] 72,000 [21] 72,500 [21] 89,000 [26.1] 107,500 [31.5] Heat Ezt. Static Pressure [kPa] .10 [.025] .10 [.025] .12 [.029] J2 [.029] .12 [.029] .15 [.0371 .15 [.037] 20 [.OS] .20 [.OS] Blower (D x W) [mm] >ix6 17x6 11x6 71x6 71x7 110 11x10 71x10 11x10 [279 x 152] 1279 x 1521 [279 x 1521 [279 x 152] [279 z 1781 [279 x 1781 [279 x 254] [279 x 2541 [279 x 2541 Motor H.P.-Speeds- 1/2-4-PSC 1/2-0-PSC 1/2-4-PSC 1/2-4-PSC 3/4-0-PSC 1/2-4-PSC 3/4-4-PSC 3/4-4-PSC 3la-4-PSC PSC Type [W] [373] [373] [373] [373] [559] [373] [559] [559] [559) Motor Full Load Amps 7.1 6.8 7.1 7.1 9.5 7.1 9.5 9.5 9.5 Heating Speed MED-LOW MED-LOW MED-HIGH MED-HIGH MED-LOW MED-HIGH MED-LOW MED-LOW MED-LOW CoolingSpeed HIGH HIGH HIGH HIGH MED-HIGH HIGH MED-HIGH MED-HIGH MED-HIGH Cooling CFM @.5' [kPa] E.S.P. 1200 1200 1200 1200 1600 1200 2000 2000 2000 (Nominal) [Us] [566] [566] [566] [5661 [755] [566] [944] [944] [944] Rated E.S.P. (In. W.C.) [kPa] .50 [.12] .50 [.72] .50 [.12] .50 [.12] .50 [.12] .50 [.12] .50 [.12] .50 [.12] .50 [.12] Temperature Rise Range °F 35-65 25-55 30-60 40-70 25-55 50-80 40-70 35-65 50-80 [°C] [19.4-36.1] [13.9-30.6] [167-33.3] [22238.9] [13.9-30.61 [27.8-44.4] [22.2-38.9] [19.4-36.1] [27.8-44.4] Max.OutletAirTemp.°F 165 155 765 165 155 190 170 780 190 [°C] [73.8] [68.3] [73.6] [73.8] [68.3] [87.7] [76.6] [82.2] [87.7] Standard Filter-In. 153/4 x 25 153/4 x 25 153/4 x 25 153/4 x 25 153/4 x 25 153/4 x 25 191/4 x 25 223/4 x 25 223/4 x 25 [mm] [400 x 6351 [400 x 635] [400 z 635] [400 x 6351 [400 x 6351 [400 x 6351 [489 x 635] [578 x 635] [578 x 635] Approx. Shipping Weight (L6s.) 85 65 105 105 705 115 120 140 750 [kg] [39] [39] [48] [481 [48] [52] [54] [63] [68] Return Air Cabinets C14B C74B C17B C178 C77B C17B C27B C248 C248 (Opt.) RXGR- (2) 12 x 16 (2) 12 x 16 (2) 12 x 16 (2) 12 x 16 (2) 12 x 16 (2) 72 x 16 (2) 20 x 76 (2) 24 x 16 (2) 24 x 16 Filter Size [mm] [305 x 4061 [305 x 406] [305 x 406] [305 x 406] [305 x 406] [305 x 406] [506 x 4061 [610 x 406] [610 x 406] AFUE-H.S.I. Models +O 81.7 % 81.4%a 80.5 % 80.6 % 80.5 % 80.0 % 80.0 % 60.0°/ 80.0 % California Seasonal Efficiency- H.5.1./No, Models 75.4/75.6 74.9l75.4 73.2l73 .4 74.9/75.4 74.7l75.3 75.4l75.4 73.9/74.5 742l74.2 74.7l74.7 NOTES: All models are 115V, 60HZ, 10. Gas connection sBe for all models is Vz' [127 mm] N.P.T. (D In accordance wi[h D.O.E. test procedures. a) See Conversion Kit Index Form No. 92-27579-52 for U.S. motlels and Form No. 92-21519-53 for Canadian models for high altitude derate. MODEL IDENTIFICATION-UPFLOW MODELS U G P H - Ruud Gas Upflow/ Design Furnace Horizontal Series [ ] Designates MetNe Comrersions 07E A U E R Heating Input Designation Variations Blower Heating & Cooling FuelType Hot Surtace NOx Input A= Std. Designation Designation R= Natural Gas, Ignition Model BTU/HR Cabinet U=11 x 6 3= 500-1200 CFM U.S. Sfandard 04E 04N 45,000 [73 kW] B= Wide [279 x 152 mm] [236-566 Us] Furnace OSE OSN 50,000 [75 kW] Cabinet M=11 x 7 E= 1100-1330 CFM A= Natural Gas, O6E O6N 67,500 [20 kWJ I279 x 178 mm] [519-626 L/s] Canadian 07E 07N 75,000 [22 kWJ R= 11 x 10 G= 1450-1750 CFM Standard 10E 10N 100,000 [29 kWJ I279 x 254 mm] [684-826 Us] fumace 12E 12N 125,000 [37 kW] J = 1800-2075 CFM 15E 15N 150,000 [44 kW] [850-979 Us] ` .~~.ft _ . w`Y~'dl+~a•~•,~~.^i,hqrwMnNkMn-....~ ~r..+uaws~+r+~3~9~9R.l~KCdiqkaeu.+rtaNriM~.lb4'.csR^4 . . . UPFLOW DIMENSIONS 132 mml TOP BOTTOM n.SAR.A. 244x„ 1622 mml C -j I.-- E 23' 7/sz" 1598 mmI ' ehc" 114 mmIJ 281hs" A 1713 mm) s/az„ 19132" (15 mml~ g~ I75 mmi 0 20" - a/," ~ ~ I508 mml 119 mmJ 0i-I f-1i-~ i u ii i - 2613hs" (681 mmJ 2471,s"[621 mmI - i 13/e" DIA.[35 mml 34" 26s1a" 1676mml- GAS CONNECTIIGE), -26s/e"[676mm~ 1864mm1 r---'------'----~ ______"_'__24~ Vaz" 24+~1 3z" 1 +/e" DIA. [22 mml i ELECTRICAH LCONNECTION GH O TA[6/8 mm~ ~618 mmJ i LOW VOLTAGE 14>/e^ 15 431e" mm i i 7/e" DIA. 122 mmJ ~ 1365 mml ~OPTIONPLRETURNAIFCUTOUT,i 11'/2•~ ^ ~292 Rlrtl) i ~ i(EiTHER SIDE) FOR USE WITH i 1292 mm) i EXTEFNAL SIDE FlLTER PRAME I ~ - - - - 23" FRONT [584 mml LEFT SIDE RIGHT SIDE TABLE 1. DIMENSIONS AND CLEARANCE TO COMBUSTIBLE MATERIAL (INCHES) [mm] . . AEOUCEO CLfAR6NC MODEL.:A g . ~C ~ 0~ :E LEFf NIGHT BACK TOP ~ ~~F UGPH- ' ' .81UE ,81DE 04 OS 14 [356] 12z7/3z [326] 103/e i 0 3 [761 (D 0 - '9/32 " (15 mml 151, (381 mm) 6 [152j ~ 105 06,07 171/2 [445] 16'Va2 [415] O 15 [381] 0 3[76] ~ 0 1[25] 3[76] [152] m 6 ~~ZLJ ~~5 10 (A) 171h [445] 161V3z [415] 12Va [308] 0 0 0 7[25] 61 3[7 52] 6 [1 T [54.4] 0 12 10 (B) 21 [533] 19z1/3z [504] 137/e [352] O 18Vz [470] 0 0 0 1[25J 3[76] 6(152] m 140 [63.5] 12 24112 [622] 23'V3z[5931 0 0 1[25] 3[76] 6[152](1 150 [68] 15 24V2 [622] 23 /az [593] 155/813971 O 22 [559] 0 NOTES: p May require a 3' [76 mm] to 4' [102 mmj or 3' [76 mm] to 5' [127 mmlatlapter. e May he 0' [0 mm] with type B vent. May be 1' [25 mm] with type 8 vent. (9) Z2 47•1993 • CAN(CGA-2.3•M93 venting tahla guidalinas Ineluded with each furnaee, and in aceo anee 1 Fumacea must be vented in aecoMance with AN31 . with local eodes. [ ] pesignates MMrie Conversions ~ ~ ~ 4 . ER PERFORMANCE DATA-UPFLOW/HORIZONTAL MODELS I 01N ~ ~ ~ BL 04EAUS' 11 z 6 04NAUSR (279 x 1521 OSFAUE' 11 x 6 OSNAUER [279 x 152j O6EAUE' O6NAUER 71 x 6 07EA11E' [279 x 1521 O7EAMG' 17 x 7 07NAMGR [279 x 178tOEAME' 11 x 7 10NAMfi [279X178 10EBRJ' 11 x 10 tONBRJR [279 z 254 12EARJ' 11 x 10 12NARJR [279 x 254 15EARJ' 11 x 10 75NARJR [279x251 MOT08 . ' gLOWEH " cfln tutlaenEUVFnr EXTERNAL STATIC PHESBUHE INCHE8 [~a1 WATEfl COLUMN H.P. . [WI .:BPEED , .1 [:021 . :2 G051 .3{.111`7] . A [.101' . . .5 [.121 . ....6 [:151 . :7I:17] LOW 650 [307] 620 [293] 585 [276] 550 [260] 394 570 795 [241] [375] 475 755 [2241 [3561 435 715 [205] [337] 1/2 MED-LO 935 [441] 905 [427] 522 870 1065 [411] [503] 835 1025 ] [ [484] 980 [463] 935 [441] 885 [4781 (373] MED-HI HIGH 7140 1315 (538] [621] 1105 1275 ) [ [602] 1230 [580] 1195 [564] 1155 [545] 1120 [529] 1085 [512] LOW 675 [379] 655 [309) 635 [300] 610 [288] 415 585 660 [276] [406] 555 830 [262] [3921 520 800 [245] [378] 1!2 MED-LO 950 [448] 930 [439] 574 905 1070 [427) [505] 880 1040 ] [ [491] 1015 [479] 985 [465] 945 [446] [373] MED-HI HIGH 1115 1270 [5261 [599] 7090 1250 ] [ [590] 1225 [578] 1200 [566] 1165 [550] 1130 [5331 1085 [512] LOW 820 [3871 800 [378] 780 [368] 755 [356] 429 730 880 [345] [415] 705 845 [333] [399] 675 805 [319] [380] 1/2 MED-LO 970 [458] 955 90 [451] 514 940 1070 [444] [505] 910 1040 ] [ [491] 1010 [477] 975 [460] 935 [441] [373] MEO-HI HIGH 1110 1265 [524] [597] 10 1240 ) [ [585] 1210 [571] 1175 [555] 1140 [538] 1100 [519] 1055 [498] LOW 1245 [588) 1220 [576] 1795 [564] 1165 [550] 677 1135 1395 [536] [658] 1105 1350 [522] [637] 1065 1306 [503] [614] 3/4 MED-LO 1555 [734] 1515 [715] 1475 [6961 1435 ] [ ~ 7 [559] MHIGH I 2050 19671 1985 [937] 19~5 [904] 1845 [877] 1785 [842] 1775 [809] 1655 8 ] [ LQW 925. [437]" .`890 [4201•• 865 (408]•• . 835 [394]«` ..810 [382]`•- 775. [366j'*i; 745 :'.[352]• 1/2 MED-LO 1050 . [496] 1040 [491] 1030 [486) 990 [4671 538 ~9p60 5 [522, 1 920 1065 4341 [503] 89 1020 (481] I 3731 11 ME.D-HI 1220 [576] 665 1195 1380 (564] [651] 1760 1345 [547] [6351 1140 1300 ] [ [674] 1255 [592] 1205 [569] 1150 [543] HIGH W 1410 1295 ] [ [611] 1275 [602) 7250 [590] 1225 [578) 1195 [564] 1165 [550] 1135 5 [536] 673 3/4 LO MED-LO 1645 [776] 1675 [762] 1580 [7461 1550 [732] 1510 [7131 871 1465 1785 [691j [842] 142 1720 ] [ [812] 1 [559] MED-HI 2045 [965] 1095 2000 2260 [944] [1067] 1955 2200 [923] [1038] 1905 2730 [899] [1005] 1845 2060 ] [ [972) 1985 [937] 1910 [901] HIGH 2320 ] [ 604 1275 [602] 1265 [597] 1245 [588] 7215 [573] 1185 [559] 1145 [540] 3/4 LOW MED-LO 1280 1645 ] [ [776] 1635 [772] 1615 [762] 7590 [750] 1560 7885 [736] [890] 1520 1835 [717] [866] 1470 7775 [694] - [838] 1 [559] MED-HI 2050 [967] 2015 0 [951) 1090 1960 2250 [925] [1062] 1935 2185 [913] [1031] 2115 [998] 2035 [960] 1950 [920] HIGH 2365 [1176] 231 ] [ 90 1220 [576] 1195 [564] 1165 [550] 1135 [5361 1105 [522] LOW LO 1270 1620 [599] [765] 1250 1595 ] [5 [753] 1570 [741] 7545 [729] 1575 [715] 1480 [698] 1440 730 [680] 816 3/4 1 [559] MED- M' 2010 19 [9371 6 1 1 ~2] 1 2080 I982] 18 20~0 [949] 1940 [916] HIGH 04] [ 2340 22 22 5 045] [ 45 2 0 [ NOTES: 'Designates "fi" for U.S. models, and "A" tor Canatllan moaeis. •'NOi [o be used as a heating speed. Data compiled with factory filters installed. [ ] Designates Metrie Conversions GENERAL TERMS OF LIMITED WARRANTY* warranty. Gas Heat Exchanger Limited Warranty Twenty (20) Years Ruud will fumish a replacement for any part of this product which fails in normal use and service within the applicable period stated, in accordance with the terms of the limited Drak Inducer Limited Warranty Five (5) Years Integrated Control Board y Limited Warrant Five (5) Years Any Other Part .................................................One (1) Year •FOr Complete Detafls of the LlmkeE WarteMy, Inclutlin9 APPlicable Tarma end ConEiliona, See Your local Insfeller w Coirtact the Manufaeturer tor a Copy. 7