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HomeMy WebLinkAbout4510-4520 Simms Courti CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address:'t- Permit Number: J U ❑ No one available for inspection: Time 11 I L! pM Re -Inspection required: Yes"` fNo When corrections have been made, call for re -inspection at 303-234-5933 Date: � "1 1q- 1 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Pivision (303)234-5933 Inspection fine,. (303) 23515,2855 Office @ (303) 237-8929 Fak� INSPECTION NOTICE Inspection Type: Yy\­� r6o\�- Job Address: 1 k y Permit Number:c,- U No one available for inspection: Time AM/PM-,) Re -inspection required: Yes No When corrections have been made, caH for re -inspection at 303-234-5933 Date: Id j)uj )? Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201803128 PERMIT NO: 201803128 ISSUED: 12/03/2018 JOB ADDRESS: 4510 Simms Ct EXPIRES: 12/03/2019 JOB DESCRIPTION: Duplex 4510-4520 Simms Ct. Reroof. Remove and install Owens Corning Duration Dimensional 30 year Asphalt Shingles with 57.6 squares. Pitch 6/12 .***Approved 3rd Party Inspector required for Mid -Roof and Final' e to r= p n.*** *** CONTACTS *** OWNER (720)219-5930 TURGEON JAMES R SUB (303)847-1708 Dave Sonner 170300 Sonners Contracting Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 598.55 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75% 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% 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. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201803128 201803128 4510 Simms Ct Duplex 4510-4520 Simms Duration Dimensional 30 .***Approved 3rd Party Inspections due to 6/12 ISSUED: EXPIRES: Ct. Reroof. Remove and year Asphalt Shingles Inspector required for pitch.*** 12/03/2018 12/03/2019 install Owens Corning with 57.6 squares. Pitch 6/12 Mid -Roof and Final 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 ermit. I further attest that I am legally authorized to include all entities named within this document as pames to the work to be e� rmed and that all work to be performed is disclosed in this documentiand/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) D6e I . This permit was issued based on the information provided in the permit application and accompanyingplans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests'for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Offcial and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Divisio 6. The is a e or gra4"f permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any apple eco oraance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. enia Reimer 'F651zoll, From: no-reply@ci.wheatridge.co.us Sent: Monday, December 3, 2018 12:16 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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. The Building Division permit counter is open from 7:30 am to 3:30 pm, Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Duplex are on the property? PROPERTY INFORMATION Property Address 4510 Simms Ct. Property Owner Name Turgeon, Keith Wheat Ridge, CO 80033 �C Property Owner Phone 720-219-5930 Number (enter WITH 1 9 C dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Roofing contract.pdf Contract CONTRACTOR INFORMATION Contractor Business Sonners Contracting Inc. Name Contractor's License 170300 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) 303-847-1708 P.O. Box 515 Castle Rock, CO 80104 Contractor Email Address dave@sonnerscontracting.com Retype Contractor Email Address DESCRIPTION OF WORK dave@sonnerscontracting.com TOTAL SQUARES of 57.6 ;(V the entire scope of work: Project Value (contract 15000 value or cost of ALL materials and labor) Are you re -decking theNo roof? Is the permit for a flat Pitched roof (2:12 pitch or greater) roof, pitched roof, or 2 both? (check all that apply) What is the specificitch 6'/12' of the PITCHED roo . 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) all Owens Corning Duration dimensional 30 year Asphalt n/a SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal 3 owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Dave Sonner Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Roofing PERMIT - 201803128 PERMIT NO: 201803128 ISSUED: 12/03/2018 JOB ADDRESS: 4510 Simms Ct EXPIRES: 12/03/2019 JOB DESCRIPTION: Duplex 4510-4520 Simms Ct. Reroof. Remove and install Owens Corning Duration Dimensional 30 year Asphalt Shingles with 57.6 squares. Pitch 6/12 ***Revised pitch from 6/12 to 5.25/12, no 3rd party inspector required, Valuation increase $0.00*** *** CONTACTS *** OWNER (720)219-5930 TURGEON JAMES R SUB (303)847-1708 Dave Sonner 170300 Sonners Contracting Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 15,000.00 FEES Total Valuation 0.00 Use Tax 315.00 Permit Fee 283.55 ** TOTAL ** 598.55 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. 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. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75% 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% 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. City of Wheat Ridge Residential Roofing PERMIT - 201803128 PERMIT NO: 201803128 ISSUED: 12/03/2018 JOB ADDRESS: 4510 Simms Ct EXPIRES: 12/03/2019 JOB DESCRIPTION: Duplex 4510-4520 Simms Ct. Reroof. Remove and install Owens Corning Duration Dimensional 30 year Asphalt Shingles with 57.6 squares. Pitch 6/12 ***Revised pitch from 6/12 to 5.25/12, no 3rd party inspector required, valuation increase $0.00*** 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 authorizes 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 pertormeat all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. w i Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 !*ssuaiw& or granting f permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicaVejAde gr any o ance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City Of WheatI 'g'e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)6wheatridge.co.us FOR OFFICE, USE ONLY Date: ')'i 7 ' Add to Permit # 1, Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): ( t.0pov, , �L�,`� �,, Phone: -72'--- 21cl -S 73c Property Owner Email: c & ('/;, ) R aac cc). c ,.— Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company:_11Q� Contact Person: eA <x VN vX a r- Phone: -2�0 3 -5l 7- (:Z pr S - Contractor: Vivi & r' S C `�, C Y Contractors City License #: (7C-) loo Phone: --�>O 3 Sili _ % -7 8� Contractor E-mail Address: � v� &� SC n v,P rz Cc PA A -re -kc � ✓Ac . C�z Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour- 2 hour minimum). Description of revised/amended work: I - 1 1 U t, Sf�Le C 1 's Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record. that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CO �CTO,I or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) jj �. o PRINT NAME:�1 cel v )Y� ✓m of SIGNATURE: DATE: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ INSPECTION RECORD Occupancyfrype 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 OUR 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 1 T Electrical Service 1 Rough Electric Rough Plumbing Gas Piping Rough Mechanical Framing ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING ` Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final . Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING $ ZONING, FIRE AND PUSLICE 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 CONST/TUTEAUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY.' OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ❑ No one available for inspection: Time 4 x: Y,5' AMFP Re - Inspection required: Yes No . ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 0(?,56C l ❑ No one available for inspection: Time //i~J5(/-MM.),PM Re-Inspection required: Yes No "When corrections have been made, call for re-inspection at 303-234-5933 i Date: _VD 4-///6 Inspector d DO NOT REMOVE THIS NOTICE C R, " 4' City of Wheat Ridge or s Residential Roofing PERMIT - r4000 093001 - PERMIT NO: 0930011 ISSUED:: 10/05/2009 JOB ADDRESS: `4510 20 SIMMS CT r EXPIRES: 04/03/2010 DESCRIPTION:' Reroof 28 sqs ; s CONTACTS owner 303/279-3049 Jim'Turgeon sub - 303/279 0344 Bill Steele: 02-2094 Roofing Services Inc. PARCEL INFO ZONE CODE: UA .:USE: R-3 s, SUBDIVISION: UA BLOCK/LOT#: 0/ r.- FEE SUMMARY ESTIMATED PROJECT VALUATION: 4,956.00 FEES Permit Fee 144.70 e; Total Valuation _ 00 . w - A c' Use Tax 89 21 TOTAL . 233.91 t L" A o, z, Conditions: l 6 nail installation & mid-roof inspection required. Board sheathin s aced more y . g p - - - - - - - - - - - - - - - - - - - - - - - - - - - :required from eave edge to 2' inside exteriorwalls. - field inspection. (rn~r ♦r.e eef v. ~..o a.... OF WHEAT,p/ City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Inspection Line: 303-234-5933' OCORP~ Building Permit Application Property Address: 4 10 -"1 ao 61nim-3~ br-. Date: Plan Permit Property Owner (please print): 3(m Phone: 'X-7q 3041 Mailing Address: (if different than property address) Address: 4i io SiVV ms Cr. City, State, Zip: W(4eg- 2to(oo l dc) S-CO33 Contractor: :5150-y'1cs c, ~y Contractor License o-nx- -fit v= 4 Phone: 03cl--t' Sub Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): ~01D(enK- Construction Value: $ "f sm.'73 Description of'work.~~ (as calculated per the Building'Valuation Data sheet) okz> 6-r4" ,rCL~-j- L,3 k'~'i E /Z. t f 5-,43 Plan Review (due at time of submittal): $ r °.r(-T- ftoo D 1/0yc-+ 3/97r/Ufr}7 .-d e r 02~°39, Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTA IVE of WNE ) CON RATOR) PRINT NAME: SIGNATURE: Date: /C~ 5 _C%7 $T[VGN D. LIHTCP •IIOILlt10NAL LANO ~YRY[YOI~ LANE ENGINEERING SERVICE. INC. A PROFESSIONAL CORPORATION 9300 W. FOUMTEENTM AVE. • LAKEWOOD, C080213-<7le TELEPNONE: ]0]-233-4012 FAX: 303-233-0190 EMAII: LANEENGRQAOL.COM September 17, 2004 Mr. Jim Turgeon 2110 Rockcress Way Golden, CO 80401 RE: Retention Pond Facility 4510 - 4520 Simms Court Dear Mr. Turgeon: I_fi w `r C69)0y RICMARO M. ROMBERG •IIOIElOION. t [N41N[CII Recent field measurements show that the above-referenced stormwater runoff retention pond has been reconfigured in a manner that is in essential conformance with the requirements and intentions of the approved Drainage Report and Plans for Turgeon Subdivision. The pond grading and drainage facilities were constructed per the Retention Pond Improvement Plan. The drainage shall function in general accordance with the original approved Final Drainage Report and Plan. The site has been accurately surveyed to confirm that the grading and the construction of the pond improvements were completed in accordance with the revised Plan. Enclosed are the following items: 1. A drawing showing the reconfigured pond and appurtenances as actually constructed, and upon which actual and design pond volumes are stated. 2. A report letter prepared by Complete Engineering Services, Inc. providing an opinion of retention pond soil percolation rate and a calculation sheet showing probable retention pond drainage behavior. 3. An instailation manual from Anchor Pavestone for your use. Richard M. File: Very truly yours, COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77983 BUILDING INSPECTION LINE -(303-234-5933) Date : 11/312004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: JAMES R. TURGEON Property Address : 4510-20 SIMMS CT Phone : 279-8049 Contractor License No. : 18327 Company : Customcraft Homes, Inc. Phone : 279-8049 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Valuation : $230,000.00 I hereby certify that the setback distances proposed by lhis permit application are accurate, and Permit Fee : $2,238.35 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or that all measurements shown, and allegations rd f .93 Plan Review Fee : $1,454 reco ; covenants, easements or restridions o made are accurate; that I have read and agree to abide by all conditlons printed on this Use Tax : $2,~60.00 application, and that I assume full resp ibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable eat Ridge din nces, for work under this permit. TOtBI : $6,45328 / ~ (OWNER)(CONTRACTOR) SIGNED DAT ~ Use Description : RESIDENTIAL DUPLEX -i3~ Pproyq~ nsible BUILDING DEPARTMENT U5W '{~not MSporeQ~i'redd ee r/otSaccord~ d w' • b/e for ent 8t° t~s Zoniiig CqrntrYents;; OK PER ATTACHED COMMENTS uB~~~n ~Se~~_~Yraco ~nnar..°_ _~qq Approval : TRC Zoning : R-2 Buiiding Comm9rits:" Approval: CR PIll?IfG W#T*S. QGRIITt@MtS.' Approval : DFB Occupancy: R-3 Walls Electrical License No : 18601 Company : Ultimate Electric Expiration Date : 2/28/2005 Approval : OKIKS NEED ENGINEERS STAMP ON TRUSS CALCULATIONS. OK WI NOTES: NEED R-15 IN WALLS PLEASE SEE ATTACHED SHEETS Roof : Stories : Residential Units Plumbing License No :22151 Company :Legacy Mechanical Inc Expiration Date : 11/12/2005 Approval: oklks Mechanical License No : 21583 Company: HIGHTOWER HEATING AND AIR CONDITIONING Expiration Date : 11/10/2005 Approval: oklks (1) This permit was issued in accordance wilh the provisions set foM1h in yopur apptication and is subject lo the laws o( the State of Cobrado and to the Zoning Regulations and Building Code of W heat Ridge. Colorado or any other applicable ordinances of the Ciry. (p) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of one-half lhe amount normally required, provided no changes have been or will be made in e original plans antl speciFlcations and any suspension or abandonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new Dermit. (4) No work of any manner shall be done thal wili change lhe natural Flow of water causing a drainage probiem. (5) Conlractor shall noti(y the Building Inspector hventy-four (24) hours in advance for all inspeclions and shall receive wririen approval on inspection card before proceediing with successiva phases of the job. (6) The issua rmit ppro rawings and specifications shall not be construed ro be a permit for, nor an approval of, any violation of the prov' ns uil ' "o~des or any other mance, law, rule or regulation. ~'•~L~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. For inspection this permit must be posted on the site and visible from the street TERMS AND CONDITIONS As applicant for a building permit in the City of Wheat Ridge, I do hereby agree to the terms and conditions set forth below for the issuance of a Certificate of Occupancy in connection with this building permit. The issuance of a Certificate of Occupancy requires: ~ ~ 1) The completion of all required landscaping and related site improvements. Inspec ions R'+are performed by the Planning and Zoning Division. . ,site drainage/grading requirements per the approved site grading plan and%oc ainage report and plan, if such report and plan is applicable. For all residentiai arld"nbnresidential projects with an approved final drainage report and plan, a letter of certificafion is required from the civil engineer of record. Inspection are performed by the Public Works Department. ,,,y+3)'Tlie compietion and acceptance by the City of Wheat Ridge of all required public improvements, or a Development Covenant or cash escrow may be required in lieu of construction, as determined by the Public Works Department. The Public Works Department performs public improvements inspections. 4) The completion and approval of a CeRificate of Occupancy Application form and final inspections. Inspections are performed by the Building Division. Ail the above 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 CeRificate of Occupancy nor permission for occupancy. Occupancy of the structure is not permitted until the CeRificate of Occupancy is issued. (Uniform Building Code, Section 109) The City is not responsible for any real estate closings or other agreements conceming the property which may be affected by failure to complete the above items and obtain a Certificate of Occupancy. I have read, understand and agree to the foregoing terms and conditions. I have received a copy of the application for Certificate of Occupancy. Name (please print) COMMUNITY DEVELOPMENT DEPARTMENT o' ""F' l~ BUILDING INSPECTION LINE - 303-234-5933 ~ ° CITY OF WHEAT RIDGE " 7500 VVEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2~855) ~oc oa no~ r~PPLt~.ATIO;~3 f v Property Owmer: Property Address: Building Permit Nutnber ~a ~ 1 T4~'Ne5 t+i" e-or~ hone Contrac[or License No.: 1f3 z 7 phone: 30 3e' 72 Y`3 Company: - pWNER/CONTRACTOR SIGNATI'RE OF UNDERSTANDIFG AND AGREEMER7 I hereby ccrti(y lhat thc setback distances proposed by this permit application are accuntc, and do not violaa applicablc ordinances, ruia or rcgulauons of the Crty of Wheai Ridge or covrnanu, eascmrnts ornstrictions of rccord; that all mcazurcments shown, and al Icgations madc arc accurstc; that 1 have rwd and agra to abide by all conditions pnnud on this application and that 1 usumc full ttsponsibility for compliance wilh the Wheat Ridge Huilding Code (U.B.C) and all othcr applicablc Wheat ltidge Ordinancu, for work undtt this pertnit. 17 n , i (OwTER$COMRA.CfOR): DESCRIPTION: P ~./jJli~( s residenz~a ~ Construction Value:$ Z~T /11I,/Ic? Plan Review Fee:$ 8/• 3`/ Use Tax:$ ~10, t6 Total:$ 5"1C 3 BUILDING DEPARTMENT USE ONLY SIC: 20NIN6COMMENTE: ApprovaL ~ ~,~MM ` Zoning: O.Z 1` BuIwiNa Corrvrra: Approval: Pusut WoRKS CoMreNrs: Approval: Occupancy: Walls: Roof: Stories: SE°252003 Sq.Ft.: .7ODY ` _ Residential Units: Elechical License No: ~'73 3 P]wnbing License No: 215 y/ Mechanical License No: Z/yU/ co~~y: U/t'irl~ 4zc L-'/~n~ co~~r:k~y~izr~i //~st~ieuet~~.,fCjomPanYTiisrnro/1/C r'He~tr•in~ ~Z r~°y 3 Z~0 Piration Date: /Q Expirarion Date: Expiration Date: Ex Anproval: APProval: wi; (1)• V. V This permit wss issued in accord+nc<with the piovisionc se, forth in your applKauon and u subJat m Ne laws of the SuM of Colondo and m the Zoning Regulatiom and 8uildiag Coda of M'hm Ridge, Cobrdo a any oiha appliabk ordinances of tlie Ciry- (2) This pennit shall czyin if (A)1he work mUrorizcd'u na commrnced wilhin sixry (60) days fium issue Nw or (8) the building aufionmd is suspeodcd m aWnAawd fw a penod of 720 Mys. made (3) If thu permit expires, a neu pt,mit may be u9uirtd for a fa of onchalf Ohe amomi nwmally rtqmrtd. pro%+dednlu~Ba ~~nif sx il~~~ or in ih< original pWU and spuific+rions ud v'Y s~^s'O^ or abvndonmrnt has noi encceded oM (1) ycar. cb'c abandonmrnt enceeds ms (l) year. fu➢ far shall be pud fw a new yenna (a) vo v:ork of any manntt sMll be doM dut will~ry 2Gmj haurs io W~'+~ecfw vx~syeco gs+^d sh 11 receive w+inm apDm.'al on inspecuon card the (5) Convactor sha0 noufy Ue BuiWinQ I~ua befwe PirocKding wish succestrve phaus of the lob. (b) TLe isyumce of i permit or the +pCm"l of dnwing and speci(cauons shall not be conswed b 6e a paniit fw. nor m appro.'al of, any violanon of Lhe pro~isions of th<building codes or my othtt ordiwnce, law, ruk w rtguhnon. Chief Building Inspector of W~Eqr COMMUNITY DEVELOPMEA'T DEPARTMENT , a BUILDING INSPECTION LINE - 303-234-5933 CITY OF V1'HEAT RIDGE V 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2~855~y) APP~,Il~.5j~ ~]'~y r`l 1 ~VY Building Pemtit Number: Date: y Property Owner: ~i ~/fyI!'. 5 K 7a Property Address: Phone : ,7 e3 - Z Jl/ Contractor License No.: /f 3 Z 7 Company: Phone: e - 7 Z-S~ 3 ON'1ER/CON'fRAC70R SIGNATI'RE OF C1'DERSTA.'JD11'C A1D AGREEDI&NT I hereby cmi(y that the setback disiances proposed by this permit application are accurate, and do not violatc applicable ordinances, rula or regulations of the City o( Wheat Ridge or <ovrnanu, easemrnts or restnc[ions of rewrd; that all measurcmcnts shown, and allegations madc arc accurate, that I hare read and agrec to abide by all conditions pnnted on this application and that I assumc full rc5ponsibility for compliance with the Wheat Ridgc Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. (0WTER)(CONTRACTOft):SIGN:E ✓ ATE aear.se (ONVTER)(COhTRACfOR).PRI1.T D ra i /r!D2J)A7E llESCRIPTIO\: a Construction Value- 2 3~"6:'d O~ Permit Feer$~*~ Plan Review Fee' Use Tax:$ Total:$ 5 2003 BUILDING DEPARTMENT USE ONLY SIC: SqFt.: ZONIN6 COMMENTE: Approval: Zoning: BUILDIN6 COMMEHTS: 1 NE~QFs ~ ~/b~ Approval: ~ - / A~ P/ ~~N3f{_ cap C.~ f..~+ K PUOLIC WO/U(S COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Uniu: Elechical License No: 773 3 Plumbing License No: 217 y/ Mechanical License No: ZAVu/ company:a/t'iM qzy 4'/azn6 cornpany:kee„r4 f/r5c%dutiri.r4~ompanY Expvation Date: yi/ Expvation Date: 210 /10 ,y Expiration Date: it /2 r/`" 3 Approval: Approval: Approval: (I) This pcrmit w u iuued fn accordancc wiih the prorisions sei fordi in your applica6on md is subjatm the 6ws of LM1e $uu of Cobndo and to the Znning Regulations and Building Codes of R'beat Ridgq Cobndo or any othcr apDlicabk ordinances of the Cip'. (7) TM1is perniit shall eRpirt if(A) the xork awhorized is notcommcnccd aithin sizry (60) da)s from issuc dalc or (B) the building audonzcd is suspcndcd or abandoncd fm a penod of 170 days. (3) 1(this pertnii cxpims, a n<w pemiit may bc xquited for a(tt ofwo-half the anwunl nomallp rcquircd, provided m changa hare been or will be made in the odpml plans and spttifiotions and any susyeation or abandonmrnt hu nol <nceeded au (1) year. If changes have becn or if suspcnsion or abandonmem enceeds one (1) yeac full far shall be paid for a new permit. (S) tio oork of any manner shall be done tha will change Lhe nuunl Ilowof waln causing a dninaye problem. (5) Contrxcmr shall wn(y the BuiMing Inspecar rwenry-(our (24) M1ours in ad.ance tor all inryecoons and shall rec<ii e v-rinrn appm.d on inspccoon card befort proceeding wiUh successive phases of the job. (6) The issuance of a permil or the apPmwl of dnwings and specifiotioat Shall not be consvued b be a pcrtnit for, nor an apPmv+l of, any violation of the prorisionsofNebuiWingcodaoranqotherordia ~hw,rukormguWion. Chief B g nspector 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax:303.235.2857 The City of Wheat Rldge 1 November 2004 James Turgeon RE: 4510 & 4520 Simms CourtBuilding Permit Review Dear Mr. Turgeon: The building pernut application has been approved for the above-mentioned addresses. Please be aware there are several items that must be addressed prior to issuance of the certificate of occupancy. These items are as follows: • The first twenty five feet of driveway must be paved. The driveway must abut the existing edge of asphalt. If any paving is to occur in the right-of-way, a right-of-way permit may be required from the Public Works Department. • A minimum of one hundred percent (100%) of the front yazd must be landscaped. The front yazd is defined as the first thirty feet of property along the entire northern property line. • Within this landscaped area, two street trees must be provided. These street trees must be at least two inches (2") in caliper. • No less than twenty five percent (25%) of the overall lot shall be landscaped. • No more than fifty percent of the landscaped azea may be comprised of turf. The use of low water demand turf varieties such as buffalo grass, blue grama grass and tall fescue is encouraged. • The use of non-living landscaping, such as rock ar bark, may not exceed thirty-five percent (35%) of the required landscape area. Please feel free to call me with any further questions. I can be reached at 303.235.2849. Sincerely, Travis R. Crane Planner APPLICATION FOR M/NOR DUMP/NG/LANDFILL PERMIT APPLICANTS NAME: ./G APPLICANT'S ADDRESS 2//0 0 (Indutle Gity, State, Zip) I// ADDRESS OF FILL: ,a /y~s ,G e z S 2 4,~ S DATE OF APPLICATION: M/ /d 2, ~ All permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. All fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All pub/ic Improvements, when consfructed, shallbe maintained (by fhe respective individual(s) and/or company responsible for the construction of that publ/c and/or private improvemenf in the respecf/ve deve%pmentJ on a daily basis, or as needed, such that they are free of mud and other construction debris tracking from the site. Fai/ure to comply with this requirement will resulf !n the enforcement of Article ll, Specffled Nuisances, Sec6on 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth aterials, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical siope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or otheiwise adversely affect any drainageway. Shouid any of the above standards be exceeded, or a drainage way be affected, a permit shall be required under the guideiines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be allowed with a permit approved by the City Engineer. All applications are to be submitted on the aPPrbPriare cbm-pt~d ap i ion fdtm ar5d iafl M aCCOmp-arfted by the appropriaTe fee and skefch plan indicating the following information before the permit wili be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of controi devices such as hay bales, etc.. 4WHR, Files on EngincnflFocmTill pecmit.wpd . 1 Rev. 04/02 3. 501-20,000 Cubic Yards: Operations in which earth material fill or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The foliowing information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than1 inch to twenty feet (120) which iliustrates the foliowing: 1. Location an dimensions of all property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approvai from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existirig (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The foliowing provisions shall appiy to all Minor Excavation and Fill Permits: A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excavation, rehabilitation for the site shall have_ be_en completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash or junk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation and/or fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). 2 . Rev. 04/02 Files on EnginenAFoim\Fill Pecmit.wpd 5. Permit Fees* 50 cubic yards or less $10.00 51 to 100 cubic yards $15.00 101to 1000 cubic yards for the first 100 cy i94z Zo ~x~~~ ~BpO~dS $15.00 plus for each additional 100 cy or fraction thereof $5.00 1001 to 10,000 cubic yards for the first 1000 cubic yards $60.00 plus, for each additional 1000 cy or fraction thereof $4.45 10,000 cubic yards or over $100.00 TOTAL $ "Wheat Ftidge Code of Laws Section 5-76. All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fill requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VIOLATION OF THE ABOVE TERMS WILL CAUSE 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. APPUCANT: CITY OF WHEAT RIDGE: canYs Signaty e City Engineer Owner's Signature (if different than above) I Aa Approval Date Files on Enginenfform\Fill PermiCwpd 3 . Rev. 04/02 OF WHEqT ti DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATION ~oc oR0° Date: ~%77A ~1 Appiicant: Phone # _ L D 3 -L7 .7- J'd 5~.~.as CT Location of Construction: NSlD 41-5 0,0 Purpose of Construction: ~u P4.P7sc Building Permit Value: Z14. Single Family 2~ Commercial Multi-Family DEVELOPMENT REVIEW FEES $100.00 Development Review Processing Fee: (For dceument processing) $50.00 $ Single Family Residence Review Fee: (For review of applicable technical documen[s) CommerciaVMulti-Family Review Fee: $100.00 $ .(For review of existing technical documents) .(For review of technical documents for conshuction in $ Right-of-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $150.00 $ CDOT Access Pe:mit Fee: (for document application and processing) $200.00 $ Traffic Impact Study Review Fee: (For docucnent review and processing) TOTAL REVIEW FEES (due at time of building permit issuance): $ /so. o a PLEASE NOTE TH?.T IN ADDITION TO THE ABOVE FEES, THERE WILL BE ADDITIONAL LICENSING AND PERMITTING FEES REQLIIRE FOR CONSTRUCTION OF IMPROVEMENTS WITHII`1 PUBLIC RIGHT-OF-WAY. Signature of Applicant Date 2 U Rev N00 K-.TORMS & LE7TERS\DEVELOPMENT FORMSTtt Strucart (b8-09).doc DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Cay of Whed Departrnent c LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED <<18Loy Dear Contractor: ADDRESS VS/o <fSzz Si.~-c.Y-is Cr In conjunction with the approval of the building pernrit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Departrnent, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to deternune the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4/03 io~ WH~T~~O DEPARTMENT OF PUBLIC WORKS ~ m SINGLE-FAMILY/DUPLEX BUILDING PERMIT APPLICATION REVIEW ooCORu Date: ///8~6 e/ Location: qS/o - 4152-4 St.Wrrs CT ATTENTION: BUILDING DEPARTMENT I have reviewed the submitted application documents to construct a DoPt.E'X to be located at the above referenced address. Please note the summary comments below. 1. ✓ Drainage: a. Proposed Crrading/Drainage Letter & Plan required: Yes _ No b. Lot drainageJgrading to be reviewed by Building Division: _ c. Site drainage/grading plan has been reviewed and is: ✓OK _ Not OK; refer to stipulations. 2. ✓ Public Itnprovements to be completed: a. street paving/patching: Yes ~L No b. curb & gutter: Yes ✓ No c. sidewalk: _ Yes ~L No If not, the amount of escrow taken: $ Items escrow is taken for: a19 Has Escrow Agreement been executed: _ Yes No 3. ~ State Highway Aceess Permit needed: _ Yes ✓ No 4. / Dces all existing roadway/alley R.O.W. meet the standazds of the City: ✓Yes _ No If not, what is requested: ~114- If R.O.W. is required, has the deed been received: _ Yes _ No 5. ✓ APPROVED: The Public Works Department has reviewed the submitteA material and hereby approves this Permit Application, subject to the above and/or attached stipulaeons. JL.-.Za lg-~-.h-r-..-r, ciu/o v Signature David F. Brossman, P.L.S. Dare 6. '''A NOT APPROVED: The Public Works Department has reviewed the submitted material and dces not approve this Permit Application for the reason(s) stated: Signature David F. Brossman, P.L.S. Dafe 7. ✓ Stipulationsattached: ✓ Yes _No PIFX 8~l"'.J61- Dc'?°i• co^"riE`"~S - P~x~'•f~.u~.~~- 70 '7WE 5o.,a.rr~o.~~D~ Pa✓b g, ✓ A Drainage Certification Letter is required prior to the issuance of the Certificate of Occupancy (C.O.) 9. ✓ NOTE: Any damage to the existing Public Improvements as a result of this conswction is to be repaired to meet City standards by the Permit Applicant prior to the issuance of the Certificate of Occupancy. City of Wheat Ridge Community Development Department Memorandum TO: James R. Turgeon/Custom Craft Homes Inc. FROM: Michael Pesicka SUBJECT: Proposed Duplex for 4510-4520 Simms Court DATE: September 29, 2003 F WHEqT O ~ PO c~ m c~CORP~O Please make the following corrections and/or revisions to this submittal: The footprint calculation given is 2,961 squaze feet. I calculated the footprint to be approximately 4,022 square feet in area. The entire footprint of the building is counted towazds building coverage, not just the area covered by the foundation. The percent building coverage comes to 23%. Please revise your table and site plan to accurately correspond to one another. 2. If you intend to erect a fence on your property, you can submit a fence permit from the City. Fences must meet all height, setback and sight triangle requirements. 3. Please follow the guidelines staznped on your plans for driveway and landscaping requirements. This concludes the comments for this submittal. Please call me with any questions: 303-235-2845. Thank you. Michaei Pesicka Planner, Communiry Development Department Residential Worksheet (SF/Dunlex) Submitta] requirements: Copy of Deed F-I Site Plan (to scale) El~ Elevations ~ Address: 4!510 452a Si•,nd.i CX. Zoning: Use: c~vAAC Property in the flood plain? I,ot Size: l 5q3 sq. ft. I,ot Width: 2I -1• yte f = ft. Maximum Lot Coverage: 4 o % Proposed Improvements: House: io'90 sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Garage: sq. ft. Proposed I.ot Coverage: (Total) 23' ~I % SS 3S's R 1-1-7sq. ft. q8f E E Required Setbacks: FR 33 S SA`' S 5 lS R kfl s Provided Setbacks: FR 32 ~ Masimum Height: 3 gS ft. Proposed Height: Maximum Size: °k1 ' Z sq. ft. g"O.7o sq. ft. sq. ft. Proposed Size: 1~05o sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway azea from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar ma[erials. For all uses other than one and two family dwellings, no vehicle enVances or exits may be doser than 25' to any I property line, except when used as join[ access for two or more lots. Zn residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses aze at least 30 feet apart, measured from the interior edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscapine Notes For one-and two-family dwellings, one tree for every 70 feet of sveet frontage is required. 100% of the front yazd and 25% of the entire lot must be landscaped prior to issuance of C.O. I CD 11 • z sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: Other: SVeet Vees required: -2- Street Vees provided: i~ 'i LEGE D ~ S MAJOR CONTOURS ~ s4or1 i ~ REVISION I ~ ~ MIN C4 0 OR NT URS I , DATE COMMENTS INT. 9 17 04 PER CITY COMMENTS RJA i I ~ i 4~ X x- FENCE i t , a d 1 CONCRETE IMPROVEMENTS I i i Y i , i I tf i SCALE 1 = 10 ~ i i ~ 10 d 5 10 ~5 ~ ~ I f ~ FLON2lNE 1 ~ ~ ~ ~ i ~ ' ~ I ~ s,awcur ! A ~ j \ SDEW LK BACK OF SIDEWALK ~ ~ ~ ~ EDGE OF ASPHAL r TO CONSTRUCT CHASE ~ ~ i { ~ , ~ ( ~ ~ i~ t / j j ~ \ / ~ ~ ; ~ ~ ~ f / ~ A r ~ ~ i ~ A s r ~ ~ ~ t \ l i E ~ ~ ~ i I ~ i k ti 1 I ~ \ ~ SAWCUT 6 NOTCH ~ 1N HEADWALL ~ l ~ l i ~ ~ ~ ~ j \ ~ REMOVE INLET GRATE i ~ ~ V ~ ~ f i' i i / ` i / I / ; ~ , " PLAN i Nor ro scALE ~ PLATE P R DETAIL E 'P ~ ' l ~ ~ i ~ a~ I _ _ ~ i ,q a ' 9- S / SIMMS COURT ; e, 1 ° .t,Q ~ f ~ t t.,.. a ~ / S K~ ~ ~ i a ' d~{, CA5T TOP OF CHASE 5403.25- ~ ~ TO HATCH EXISTING GROUND t REMOVE GRATE ~ ~ / PLUG TOP OF INLET / ° j SAWCUr & REMOVE HEADWALL W 6" CONCRETE . _ . f ~ / SIDEWALK ADD PLATE ~ t 'a ~ ~ ~ a ~ , r s NorcH ~ ~ , ~ EXISTING GRATE f ~ ~ ° ~ SIREET ~ a / / k y. 4.,~,;,4 , , . < ° ~ ; ~ ~ PLACE f ' ~ ° ~ : ~ ~ FILL EXISTING BELDI ° ~ ~ ~ ° ~ PIPE W SAND " TOP E _ p e _ ~ LUG END lPE d ° A - ~ p 6 NOTCH ; o d ' ' Tt IN HEADWA , ~ ! FILL INCEr W W/SAND " ~ , --5402.,E-. ~-x402.5 - - d - - ~ e I _ - - - - - - ~40~ 5- - ' ~ PROFILE REMOVE Exls CONCRETE P~ NOT TO SCALE 33.2 32.8 { „ 1 3"- 6" RIVER ROCK 2~ PAVESTONE WALL PLACED BELOW NOTCH " TOP ELEV. 5401 WITH 3 CAP I i i 3" t ` DIAMOND CAP BACK OF WALL ELEV.= 5403.45 o h E~-~ is t ~ 1~ p ~ 00 ~ ~ ~ 00 ; o El(iSTING ~ N / RETE1dTI0N PO D 2' PAVESTONE WALL CL a ~ WITH 3 CAP Q / 0 / / SEED COMMON NAME RATE LBS/ACRE r ANCHOR / PAVESTONE ANCHOR BUFFALO GRASS (SHARPS IMPROVED) 16 DIAMOND STRAIGHT x DIAMOND / N CRESTED WHEAT GRASS (FAIRWAY 6 0 j i STRAIGHT INTERLOCKING BLOCK WESTERN WHEAT GRASS (BARYON 6 ~ STONE PAVESTONE CATALOG AT 6 BOTTOM OF / / STREAMBANK WHE yRASS (SODAR) ~ ~ PERENNIAL RYE GRA`~~ //MANHATTAN 16 p POND / n t ~ _ TOTAL LBS. PER ACP= 46 o El_EV.- 5401.2 / / ~ ~ , <<~ ';r" \ ~ ~ n ~ B 0 COMPACTED I ~ STONE ~AN~Y 5~~~ 12" hw; ,.,T''.✓ COMEAM rO IA RFUVVW 2` PAVESTONE WALL a TG AE98 MEW PENDPMx. WITH 3" CAP 0 z SECT I ON 0 n- PROJECT NO. ~~~i~i fli'ti m TYPICAL DETENTION tulti 5}15 UC[h't Stall Oit1Y 6t 13t0 AUr7! SGFC~IULIY 11JAICdif~ 9C ffir L4'.aCic~i, - j WALL DETAIL o - X - F79=1 o- X X X X X X CD X x NOT TO SCALE 0 66.0' a m SHEET NO. 1 OF 1 w 0 m m (D J W CN T - O t0 fn I OD •71 -l 0 0) 5 t7~ A -0 ~ W -u N ~ r qk W 0171 ~ -I1 f c T m ,C m fA m G) ~ U) 1 d C~ o d ~ c ~5 ~ ~ ~T C m a~ (TI x ~ C tn m N ~ ~ (nN c fp ~j ' a 3 3 ~ ` ~ o r oi ~ v n 0 ~ ~ ol ~ ~ 2~' fD ~ 'i m ~ ~ m . 5 v U S, - ~ m d o 3 ~'i W ~ ,m ~ m " 'n < m o ~ ~ d mw ~ . ~ _ • ~ ~ " c~' 3 ' ~ ~ , `QI m , ; p~ ~ ~ tl1 j ~ . 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W 3 v m m m m m w ~ ' c 'O o G (~I o CD O < ~ v M ~ m d V 2 o+ m I ~ n ~ m y~ -i m Y -i D 2I ' m ~ d oril T~ S ~i I Tl TI ~l m `2~ ~ ~ 3 ~ m 1 1 N g 1 F3 1 ~ ~ 1 u i £'o 1 I ~ g m' 1 1 ~ w i o fit m ~ ~ m' '1 g~ 1 ~ '1 ~t a m d & 3i d 3 01 ' i S ~~r I -n i ; ~ ' - - - - - OD ~ V ~ 0 0 0 ~mpp 0~ A tll ~ D fT N ~ C.) (i~ O J ~ li I w (~tONf ON ~ I ~ ~ W g N+ N J (Nn A ~ _ _ o o o . -0 f 61 O s oi o. $ l - o 0 ~ I ] SI C ~ _ . A 0 01 0 'tD O N J T I I . ~ I~ I O _ ~ _ , l ~N' tWi~ o 1 I O O ~ ~ -N+ o O N ~ .NP ~1 O ~ V1 r I I i ~ ~ W I I , i i i ~ ~ I I ~ I I I . l I I I i I I i I I ~ I I I f ~ - NN li ~ I I ~ ~ O i O O O~ S O , O ~ A cO 01 N O O (P ~ O N ~ ~ O I~ O O~O f}{ V [i1 (W7i O 0 N N O 00 0 0 O S O ~ S N OO 0 0 A 1T0 ~ N Cn 69 J I I w~(,~ U 49 W U~ I 40 (A I I i ~ W I A ~ A I ~S O O~Op O:O ~p Op O O i O 0 ; O~O ~ OD oIp O f0~ j CN7ll0~ ~ ~ I O O O O tT 0 0 0 O ~ t~ x ~ ~ N ~ 9 Permit Number REScheck Compliance Certificate cneccea By/Date 2000 IECC Gmerated by REScheck-Web SoRware PROJECT TITLE: Turgeon Residence 4510 & 4520 Simms Ct. Wheat Ridge,Co. CITY: Wheat Ridge STA7'E: Coloredo HDD: 6158 CONSTRUCTION TYPE: Single Family DATE: 10/10/04 DATE OF PLANS: 9/19(2003 PROJECT DESCRIPTION: Single Family Duplex DESIGNER/CONTRACTOR: D.RTwgeon For James Turgeon, Owna COMPLIANCE: Passes Maximum UA = 750 Yaur Home llA = 699 9.5%Better Than Code (UA) Gross Glazing Area or Cavity Cont or poor Perim R-Value R-Value U-Factor UA Ceiling t: Flat or Scissor Truss 2905 30.0 0.0 102 Waod 16" o.c. Insulated Siding: Woal Frame, 16" o.c. 2937 13.0 4.0 197 Wood Frame, 5/8"Gypboard Ext.: Wood Frame, 16" o.c. 1232 13.0 0.0 56 Metal Foam Core: Solid 41 0333 14 Solid Fire Rated: Solid 37 0.500 19 Window 1: Vinyl Frame, 2 Pane w/ Low-E 469 0.340 159 Over Uncond. Space, 2nd Flr.: All-Wood JoisVl'russ rner Uncond. Space 660 19.0 0.0 31 Over Uncond. Space, 1 st Flr.: All-WoodJoistfTruss over Uncond. Space 2140 19.0 0.0 101 Fumace 1: Forced Hot Air (Non-Electric), 80 AFUE Air Conditioner 1: Electric Centrai Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design describcd hwe is consistent with the building plans, specifications, and other calculations subtnitted with the permit apptication. The proposed building has been designed to meet the 2000 IECC requiremenu in REScheck-Web and to comply with the REScheck Inspection C6ecklist 2000 IECC Generated by REScheck-Web Software DATE: 10l10/04 PROJECT TITLE: Turgeon Residence 4510 & 4520 Sinnms Ct. Wheat Ridge,Co. Bldg. I Dept. ~ Use ~ ~ ~ Cellings: ~ L Ceiling 1: Flaz or Scissa Truss, R-30.0 cavity iasulation ~ Caanments: I ~ Above-Grade Wsils: ~ 1. Wood 16" o.c. InsWated Siding: Wood Frame, 16" o.c., ~ R-13.0 cavity + R-4.0 continuous insulation ~ Canments: ~ y. Wood Frame, 5/8"Gypboard Ext.: Wood Frame, 16" o.c., R-13.0 caviry insulation ~ Commenu: ~ ~ Windows: ~ I. Window 1: Vinyl Frame, 2 Pane w/ Low-E, U-factor: 0.340 ~ For windows without Iabeled U-fectors, describe featwes: ~ # Panes_ Frame Type Thermal Break? [ 1 Yes No ~ Commenu• I I Doors: ~ 1. Metal Foam Coro: Solid, U-fada: 0333 ~ Comments: ~ z. solid Fira Rated: So1id U-factm: 0.500 ~ Commenu: I ~ F7oors: ~ 1. Over Uncond. Space, 2nd Flr.: All-Wood JoisVTruss over Uncond. Space, ~ R-19.0 cavity insulation ~ Comments: ~ 2. Over Uncond. Space, ]st Flr.: All-Wood 1oisVTruss over Uncond. Space, ~ R-19.0 cavity insulation ~ Comments- I ~ Herting aod Cooling Eqnipment: ~ l. Fumace 1: Forced Hot Air (Non-Elxhic), SO AFUE or higher ~ Make and Model Number ~ 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher ~ Make and Model Number I ~ Air l.eskage: ~ Joints, penetrations, and all other such openings in the building anvelope that are sources of air ~ leakage must be sealed. ~ Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly ~ with a 0.5" ciearance from combustible materiais. If narlC rated, the fixture must be installed with a ~ 3" clearance from insulation. Table t: Mtnlrrrum lrxsuladon 77rfckness jor Ctrcalating HM Water Plpes Insula tion Thiclmess in Inches bv Pice Sizes Heated Water Non-Circulatin ¢ Runouts Circulazine Mains and Runouts Temperature ( F) to 1" Uo to 1.25 1.5 ° to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0,5 0.5 0.5 1.0 Table 2: Mtninium lmulatlop Thickness jm HYAC Pipes Fluid Temp. Insuletion Thickness in Iuches bv Pice Sizes Pipine Svstem Types Range ( Fl 2" Runouts 1" and Less 125" to 2" 2.5" to 4" Heating Systems L.ow Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for fced water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Depanment Use Only) MFH O) C 7~ ~ O N m r"~ ~r (t y ~ o U ~ o ~ o N ~ ~ ~ M O ~ > ~ S ~ ~ a~ ~ Ct , O M ~ ~ C1. C O w O Q O U N ~ ~ m c 5 ~ ~ ~ v O " N M m ~ c o q U . ~ ~ 7 ~ ~ O wa. ~ O ~ O p> m V c C ~ _6 0 O N VN rn -2 C ~ ~O "C7 \ ~ o ~ 'a c ~ 3E~ u~ C - N ~ - .,.r ~ Ct C7 y ~ Q ~ ~ c O ~ ~ O L G~ i..~ b.~ GJ Jc I ~ ^ ^ ~ Q r ~ L ~ - GC L = m ~ ~ L ~ ~ L. TAMKO m Now1N61eOmoCTI6 Appiica6on Instrnctlons br • HBETA6E 30r • HSRITA6B 30 AW I.8IMINAT6D ASP8N1! SRIIt6IdS THESE ARETHE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFINC; FlNG MNDfTIONS RESULTING FROM ROOFING PflODUCTS, INC. / FAILURE TO POILOW THE M ~ THIS PRODUCT IS COVEREL `/17 ~ 6 IN COLD WEATHER (BELOW SHINOLES NlVORTANT: fl is not rrecessar Laoor VM These shingles are for applicat'and retaining fasteners, and lo For rools havftg qtches 2In, pe spec{al instructions titled 'Low epplied properly. TAMKO assui facts resutting from improper ap prepare tire surtace to De roofec NEWROOFUEGNGONaTRUC and 7ee hom warped surtaces. II be irlrAallfld at eaves arM reke6. ,T z 4r1r $ VTED ON THE WRAPPER. DGES AND CORNERS OF THE problem if the shingies are applied in cooler he roof that do rKK receive direcl sunligtit. rpecle the sealirg oi ihe adhesive 51rips on y lo saal down maY be mrtpounded by pro- idltions andtor trlowing dus1. In ihese saua- e shingles is recorrmended. Shingles must ig to the faslenft irsUUCiions desafbetl 6a fa5teners is critical to the perfamarwe otthe ve nM placdd as stwwn in the dia9rarn and witl no16e responsbla tor arry shin" bbvm on or asWacea. IAMKU wi%mi be fesPonsi)le tor danapeto shin9les caused by winds in eaccess of the applicabie rrph as stated in the Ivnited warranry. pJyWOOD: AE NYwood Shall62 t..~~...~ yp~.u uainrou uy menme~t can ptywood qssociaibn. Plywood shall be a rttinimum of 3/8 in. ihick- ness and appliea in acmrdance with the recorrcrendations of the Amoican Ptywood Aswcia(bn. cwcATHING e0AR0.: Boatds shaU be well-seasuned tongue-and goove boards and not war 8 in. rrormnal wif6h. 8oards shell be e 1 in. rrorninal minimum thidcness. Boerds sheli be propeAY speceA and nailed 8. !6Nl16ST10! Inaclepuafe ventilafion ot aitic spaces Can cause accumWffiion ot tTqis- ture in vrinter months and a build up ot heaf in the surtrrier. These conMions can lead to: 7. V'dPOf COtI(jBli32tlOf1 2. Buddin9 of shingles due to deck movement. 3. RMling of wood merrbers_ 4. Pfemafufe iaiufe M ro0t. To insure adequafe veMifation and arculation of air, p(ace buvers W suRident size high in the gable ends ariNor iDsteB cordinuous ridge and sot(rt vems. FH0. rronirruirtr property standardv require one square fod of net hee ventilation areatoeach 150 square feet ofspace to be vemed. or one square /oot par 300 squara feef if a vapor barrier is installed on the warm side of the celiing or ff et leasl orre hetf ot the veMNelion is ptovided neer the ridge. !f Me veNAation openings are screened, the to[al area should be doubied. 8. FRBTENM WIND CAUTlON: EMreme wind vebckies can dama9e the".,e shinyles ader application w1em Proper saeM^9 ot the shingles does not ocwr. ceerENiNG PATTERNC_: fasteneis rixist be WueO 6-1/2 in. hom the bottomedge of the shingle, penetratingfhrough the comrrion bond, arM Iocated horizoMaNy a5 tolbws: t) Shrnlard Fasbning Paltarn. (Far use on decks wdh slopes 2 in. per bot to 21 in. per Aw[.) One fastener 7 in. back han each end and one 12 in, back from each end of the shingge for a total ot 4 fasieners. (Ses sianderd fesiening pattam illusirated below). STANDARD FASTENIN(3 PATTERN NAR-ItONIV FA8TENiIS 5'h Q ~ E 5" u°-.~.-ti"---'~ {•-i.. 2) ManseM FagmNnp Pettam. (FOr use on dedcs wtlh sbpas geater than 21 in. per bot.) One fastener t in. back hom axh end arM ona fas(ener 14712 in. back tran each erM and one fastener 131/2 In. back irom each end lor a total of 8 fasteners Der shingle. (See Mansard fasterring patlem illusttzded bebw.) MANSARD FASTENiNQ PATTERN RJULZc~~ 5~1 11'_ L~ ~~I~_ 1 'L~`'• 1.......,l mn W~t mh St.. JooGn. MO 64801 800-841 o1roz Yfsft Our Wob Site et Northeast Dislria 4500 Tamlw Or.. Fredsridc. AAE) 21701 avwxa-~ SoutFreast District 2300 35ih St. Tuscaloosa. AL 35401 800428-2656 www tamko.com $pu}Mpey pistrip 7910 S. CeMral Exp., DaXas. TX 75216 800-449-7834 Wesiem District 5300 East 43rd Ave., Denver, CO 80216 800-530-8888 . . TAlVIKO ~ m00l111Y PaNOCT6 (CONTWUED lrom Pg. 1) • /BRITA6S gr • BBRITA66 N AW IAMIMATED ASPHNW SRINOM NpILS• TAMKO reownifiends the use of nails as Ihe prefeired rtethod pf app("ion. Standard rypa roofmg nails stwukl be used. Nail shanks sliauN be mada of rtrirrirtum 12 9auge wi`e, and a minimum Fiaad di- ameler M 318 in. Nails shoulA be bn9 enouo_ ta Daneirate 3I4 in. into the roof deck. YVhere the deck is less than 3!4 m. ihick, the nails should be bo9 enauo to penetrate carpteteM through plyn'oa1 dec" '"d extend zd least 119 in. lhmugh ihe root dedc. Drh'e nai head Ifush w0h the shingle surtac•s. ~~Yr....r w^ A : . 1 a v i ~y.-'s,..~ ~v ffAQ},ES; ItstaPles are used in the atlachin9 ~roceSS, followthe ebove ieu iretnictirnns for {iacemeni. AI{ staPle$ 1111SI be driven with Wieumatic steDkas. The steWe musi mest the blowin9 mfniRxxn dtt"'sional ra quiremams. Staplss musi ba made from a minimum 76 gauge geNa- nized wire. Crown width mus[ be at least 15/16 in. (staWe crown width gmyasued OuWde ing legs)- Ley Isngth shaild be a irinimum of 1-11 4 in. for mw conslrudion ard 7-1Y2 i, fw reroofing 11ws albwing a rrinimum deck panaUation of 314 in.lhe crown ot ihe slapW must be de parallel to the length W the shingle. The staple crown shatid be driven flush wBh the shingle surtace. Staples that are crooked, underdriven w overdriven are considered iRwWe(N avWied. Y } w.e '-wro CpUT10N: ALL FASTENERS MUST BE DRIYEN INTO THE NAIL ZONFJCOMMON BONDAS SHOWN IN THE DVAGRAMABOVE. - MY 7AMK0 n^n-mrforated asPhalt saturatetl ~ organk feil M yreas ,pye-le ice bijlds up ybrg the eaves a a badc-W of wffier h«n fiozw or cb99ed gutters is a Paentiei Proble". TAMKO's Mas- ture Guard Ptus4° watetproofing underlayrreM (or any spedaHy eaves Ilashing Producq mY be aPWed to eavas, rakes. riAges, valleYS, iigh yge. CaNaa TAMWCO'sTechnfcal Services DePanmwt fOf more infa- mation. TAMKO does no1 recomrnerxllhe use of any substd We producls as shingle underlaymanf. B. IIPP61G11T1a iMnaw"Oms espprFR COUHSE• A sfarter course maY consist of TAM(O Shingle Starter. setl-sealxKJ TYVB stun9les w a 9 inch wide suiP ot rtuwal pos~j~ roll tall the tactory aPW ~ adl N a~fl_ oant lo ihe eave. Atlach the starter cwrse wRh aPProvetl fasiene+s e aqng a('ma Parallal to and 3 in. t0 4 in. above the eava edgs. Th y~arter ~ourse strouid ovwhang both the save snd raka ecl9es 114 in. to 3J8 in. It a roA roofing is usad. seat down the gMngle-° in the first course M` aPDNing a~ive cemerN in tour sVas eN~M SPaced to the suAaoe of ihe starter s~riP andPrexs the shingte Eown on the sPots of cemetrt. Plastic cemem sAould De used sparin9A`. ~ excessive amouMS meY cause blisterin9. Wur1c e"UGAT10N: Stan the first course with a fu11 size shingle and ovedyny tIre rake edge 1t4 h. CN B in. han a1Wl shingleto form a shingie 29 M. lon9. Use ihk ro start the second course (see da9ram bebw). Cut a 23 in. long shingle to slah the third course. Use the remaning 14 in. piece of shingle to slart 1he fourlh course arid usetlie rertakun9 8 in. Piece lo be9~ the fifth course. CoMlnue uP Ihe rake in eg as manY rows as necesavY mI(g the sarre famula as oWitred abo h The butl ot the shirgle shoWd be atigned ~h t~ 1Op ~ sawtoolh of ihe undertyin9 sWn9iB br a 5 in. exposure (see shingle application ckawing illustrated on this panel) . Wtven YW mke Ywr final cu1 at the roofs edge, fliP anY P16M thai are 8 in. or bnger badc onfo the roof. These P~ worked in anywhere witfwut ae- alin9 zippers or cobr variatbns. UNDEPLae Y~ undedsyrt~ent caisisting af asphaN satureted kN rtust beapded over the eMire decicbetaathe insta"ion otTAMKO shingles. FaYUre to add ufMedaymeM can cause Premedue faiWre of the shingles which iv nIX cwared M TAMKO's lurti[ed wartenry. AppN the fell when the deck is dry. On root dedks 4 in. per foot and ¢eaiaT appfy the W Paretlal to the ea+res lePPin9 each COUma of the falt wer fhe bwer cause at iWst 2 in. Where erMs Join, lep the felt 4 in, tt leh exV~d. The urderiaY«eM ~II maY be adverselY aRected bY masture and wearyhermg. Laymg ot the undedayment a(W the shingle aPWica' tion must be done [oge[her. Prod,cis which are acwMable for use as undedaYment aze: -TAMKO No. 75A5Dhap Saauraled Or9anlc Fell - A non-oerforated uPhaM saturaled aganic felt yitiwh ttieets ASTM- D228. 7YP0 I 1 00 I ~ omfrr rww aaaur a~.. rw.. -w 99n wavt 4th SI., JopNn, MO 64801 Visit Our Web Slte et www.tamko.com Northeasl Dislrid 4500 TartJCO Dt.. FreOarm• n^u c~~ ~I Southeast pistrip 2300 35th St.. Tuscabosa. AL 35407 r.~udpyyl pSIpKy 7910 S. CeMral ExV., DaNas, TX 75216 Westem District 5300 East 43rd Ave., Denver, CO 80216 w L~ (Conlinued) 800-641-4697 oiro2 804388-2055 800-228-2658 806-443-7934 eoasso aese ~---0 (COIVTINUED /rom Pg. 2) • BBRiTA6E 30" • HERttA66 30 AR° ASPHAId' SRINqm NOTE: Do not eign joims of shegle courses when working in cut pieces. Jants shoup be no cbser than 4 in. hdn one sndher. IiR tiMt Yl1~l~M On pitches 2 in. per foW to 4 fn. per foot cover the deck wih two layers oi aspnatt safuratad M. 6eryn ey applying the rett in a 19 in. wida svip alorg the eaves and overhanging the drip edge by t!A to 314 en. Place a lul! 36 in. wide sheei werihe 19 in. wide starter piece, oorrqletety wer- lappng N. AN succeedirg courses will be positioned lo overlap the pre- cedng course by 79 in. if wiriter terrperatures average 25°F a lass, mo.w,"oememma rens to eacn anw wan qasliccemem rrom esves and rakes to a panf ot a least 24 in„jqside.We ifliteriw waN ine al the bui " an atleYn8live, TlrMKO's Moislure Guazd P160~Qr-iRlfFw- irg wateryroofing unUerlaymerrc may be usetl in lieu of the cementetl 1. ri1NiMD NDOF OB EiM 56AP6 HOOF It the slape euceeds 21 in. per taoi (60°), each shingie must he seeled with quidc setting asphalt adiesive rsment irmoediataty upon instatla- lion. SpoGS of cerrent mist be equivalerrt in size to a S25 piece artd crs with a 5 in. exposure. use 6 fasteners per shingle. eRection 3w the Mansard Fastenin9 Pattern. 8.944900F711B Before reroofirg, be ceMain to insped the rooi decks. Afl pywuod shali meet the requiremenis listed in Section t. Nail down a rerrave auled a broken sfiingles IYom ihe exisiing raot1 Replace alI mFssing shingles with new ones to provide a smoolh 6ese. Shingles Ihat are bucided usualy indicate warped dedcing or protrud- irg nails. Harrmet down aN qdtutbng tmih or remove thern antl refas- ten in amw bcatbn. Renwvs an anp eAge metal anA replace wuh naw. H re-roofing over an existing root where new flashing is required to pro tec[ agwnst ce tlartg (freezeRhaw cycle ot waler anNor the backup of water in kOZen of dogged gutters), rertqve the oW roofing lo a pant at least 24 in. DeyaxJ the interior wall line anW apply TAMKO's Mdslure Guard Pluss waterproofing urWerlayment. Contac! TAMKO's Technical Services Depanmem for more iMormadion. A Tha msUng prooedure described bebw's the preferred ttielhod tor roofing over square tab slrip shngles with a 5 in. erzposure. Sterter Courae: Begin by cutting shingles imo 5 x 38 incA sirips. This is done by removing the 5 m. taDs fromthe botlom and appraximstely 2 in. hom the top of the shingles so that ihe remaining portion is the sarne w(dh as theexposure oi the dd shvoes. Apqy Itie sianer piece so thal the self-sealing adhesive Ges abn9 the eaves and is even wilh the exlsiing rooi. The starlerstrip shoukl be vride enough W overhang the eaves antl carry water into the gutter. Remove 3 in. fromthe length of the firo1 starter shftie to enswe ihat the )ofnts hom the old roof do not align w0h the new. Flrot Couroe: Cut olt approx"ely 2 in. hom ihe bonan edge otthe shingles so thet the shinglas fit beneath the eusling third course antl aNgn wAh the edge of the staner strip. Stan the firsl course with a full 38 in. long shingle and tasten eccordrg to the inshuclions prinled m Sea.Yion 3. SxotM and SucreWina Courasa: Aocor(fing to the oiFSei yppNCa_ fion methoA you choose to use, remove the apqopriate lenph hom the rake erM W the first shmg[e in eech succeedrg course. Plar,e the top edge of the new shingle against the butt edge of the oW shingies in the courses above. The full widlh shirgle used on the seoondcourse will reduw the exposure ot the first wurse to 3 in. The remainmg courses wiq aulomatically heve a 5 in. expo-sure. S. YAL66P IIYV616RqN Over the shingle unckrlayment, ceMer a 36 in. wide sheM of TAh9C0 Natl-FasN or a minimum 50 ib, rdl roofing in the vaNeY. Nail the feH only rfiere necessary to hotd d in place arW tlien ony naii the oucside edges IMPOHTANT: PRIOR TO INSTALLATION WARM SHINGLES TO PREVENT DAMAGE WHICH CAN OCCUfl WHILE BENDING SHINGLES TO FORM VALLEY. ARer valley flashing is in place: • Apply Ihe firet course of shingles abng the eaves N one M the IntersectMg root p1anes anU across the vaNey. Nom: For proper flow of waler over the Mrfuned shingle, aAvays slart applyng the shinglas on the roof plane Ihat hag the lowsr abpe or less heigM. • Extend the erW shingle at least 12 in. onto the adjamng roof. Appty sucfaeding coursas in the same manner, exlenAng them a«oss the valley and onto the aSOfning root. • Ress the shin9ks tWh/ into the valley. (CoMintigM Ceniral Disirid ~t 4ih SI., Joplin, MO 84801 800-841-4691 oiroz Visft O~a 4500 Tamko Dr., Frederick, MD 21701 804368-2055 www.tamko.com Southeast Districl 730D 35ih St.. Tuscaloosa. AL 35401 800-22&2656 Southwest Disiric! 7910 S. Cennral Exp.. DaMas. TX 75216 800-443-7834 ~ Westem Distria 5300 East 43rdAve., Denver, CO 80216 800-530-6866 TAMKO e I ■00!'11/MYn6C7'i A$PNAUr SNIN61m 30 Alr • use namal snmgle tastening memods. Note: No tastener should be wRhin 6 in. of the valley centerfine, arW Iwo tssleners should be piaced at the end of each sftingle crossing 1he valley. • Tothe adjoifmg roof plane, appiy ane row of shingfas verticaily fad(g the waliey and 2 in. back from the vaqeY centerNne. Nota: Fa a neater irtMallatbn, snap a chalMine over the shingles for guidance. • To cortqlete the valley, appty shingles an the ad'pining roof plane by poshionng the fip of the first shingie of ear,h row at the 2 in paM han the centerNne where the edge of the vertical shingle ha5 been appliatl. covering the vertiral shifgle. FOR ALTERNATE VALIEV APPLICATION METHODS, PLEASE CON- TACT TAMKO'S TECHNICAL SERVICES DEPAR7MENT 7T~TANm ~MYb~YY a Mrry~ ~ E'da~! b 18. HP M YIDB6 FA5T61faC Oi e16 Apply the shingles witA a 5 in, exposure beginning at the bottom of the hip w hom the eM of the ritlge opposie the Airedion of the prevaGng winds. Secure each shingle wilh one tastener on each side, 5-1/2 hn. back from the exposed ena an0 7 in, up from the edgs. TAMKO recortrrends the use of TAMKO Hip & Ridge shirgle prod- uds. Where rnatching cobrs are availabte, h is acceptable fo use TAMKO's Glass-Seal or Efda Glass-Seal shirgles cu[ down t0 12 in. Pieem NOTE: AR rype sMngle ptotluct9 should be used as Nip & Ridge on GMasSael or E714 GfassSeal AR ahitgMa. Fastefrers should be 114 in. bnger then the oae used iw sMngles. IMPORTANT. PRIOFi TO INSTALLATION, CARE NEE0.S TO BE TAKEN TO PREVENT DAMIAGE WHICH CAN OCCUFi NMILE BENQ ING SHINGLES IN COOL WEATHER. Ownetlm at pmvom6qrMM Im lr 6111100420 Y ' s.rww.• NOTE: Fxposure shouW be 1l8 n, mae when usirg shirtgles pro- QKeA In Fredertdc, AAA. See IHUStratiai bebw. Wroctfon of preveilinp wiml gart 5118° eaponre Rfe~ fr,~ F I sr ~ 5/8" 9lart ~ 5116"wcpos ure re THESE ANE THE MANUFACTUREH'S APPLICAl70N fN5TAUC- 170NS FOR THE ROOFlNG CONDIiIONS DESCRIBED. TAMKO ROORNQ PHODUCTS, INQ A33UMES NQ RESPONStBILfTY FOR LEAKS OH OTHER ROOFlNG DEFECTS RESULTiNG FROM FAII- URE TO FOLLOW THE MANUFACTURER'S 94fiTRUC1lONS. dih SY Imiin Mn RdMt A06Ekt1-4291 oi,m (CONTINUED lrom Pg. 3) • a~WTAMe 3W • Visit Our Web Site et ~heast Distrid 4500 TanYco Dr.. Fretlerick. MD 27701 ~tlreas[ Disttict 2300 35th Sl.. T~~,i.aloose. AL 35401 www.tamko.com Southwest Districf 7910 S. CoMral Exp., OaAas, TX 75276 estem District 800.368-2055 800-228-2656 806443-7834 5300 Eas143rdAve., Denver, CO 80216 800-5348868 +rwtle~~qils. DOUGLASS ENGINEER/NG civil • - )PMENT 13852 WEST 54TH AVE. i ~ 4165 Building Department City of Wheat Ridge 7500 West 29th Ave. Wheatridge, Colorado 80215 RE: Water Tap / Water Service Turgeon Subdivision, Lot 4-( 451 Turgeon Subdivision, Lot 5-( 455 To Whom It May Coacern: We have, in accordance with the Building DepartmenYs request, made an analysis of the proposed water tap sizes and water services for the above referenced duplex project in the City of Wheat Ridge and within the Valley Water District. Based on the information provided by the developer, each duplex will have two full baths, one 1/2 bath, kitchen and laundry facilities. Information provided by the water disuict indicates that the available water pressure is approtcimately 85 to 95 psi. The proposal is to service each two unit duplex ( 2 d.u. per lot ) with one 3/4" water tap and water meter. In view that the water pressure is higher than average at this location and based on our calculations (see attached to this letter), we would confirm that the 3/4" water tap and water meter sizes are adequate, under the condition that the water service line from the common water meter to each uniYs individual utility room mazrifold be increased to a 1-1/4" diameter copper K tubing. Based on the worst case and reasonable water demand from each unit, the attached calculations show that the cumulative pressure losses will not exceed a level to would cause the service pressure to drop below the typical requirements for residentail use. If a pressure restrictor or a pressure reducer valve is used, these should be installed only after the water service has split to each unit, preferably within each unit's utility area and after the 1-I/4" service line has been connected to the main plumbing. Please call if there is any other information required prior to being able to obtain a building pernrit. Yours, M. Douglass, P.E. cc: Dan Turgeon DOUGLASS ENGINEERING 13852 W. 54TH AVE. ARVADA, COLORADO 80002 (303) 421 - 4165 ,oa t-) R6~ Sc~.i~ L~tv t In.o .J _ - SHEET NO OF cALwureoev_G-7"~~ _ pATE- CHECNEDBV PQ G'~U.12e~. Vtl ~t 11J : I Q PS'ri. 6s ~i ~ S~ VA~c.F~ ~+~t~-~,u- ►-r.yers+.srTcs; ~~u 4 1 r.4c.uc Ca4L-C- . (V14it ► 4.tAA-w- T>&,Q4c I . 1, wpt,e,c, uN ~T 1 L-A-u.. .ao f11eM.2~5 IX) Lt,Lc Gerni c~¢r-ySt~ ~ Zm"-: I ~ l s~~ /~,s~.~..~.s.►.R.' 4, S ~P,;,,. , 1 J-"b sltio W~ 6. o ~ pw. ► *V-- ' l I<u,~o1r'•~ S7. o `fvbatt- L') bLtPLA--o ` z~ ~crz `T~A-p = 2 ►~.~:pc-e~s 2 x 2~ = s ~ P~~~i l.fll-C .~,o4DLos.ses : 11~~,C►M Sa~cr.v iGE ~.~,.~E . l1SE ~ lby'` 'Lf24nJE7 ~wlU.Ner~2►►av ~ ►3 - ( : sZ 6P-A,-• p+ess. oVcp~~ c~D' 11114.~ Ope = 1-7 pgz ~~u.w~,E ~A~!'v71~1 O-F ~~Ic~~~ ~tJS.~.tG ~'s,pE 1.~►' iT 757- C1'7 > = ~2.~.s ~ ~z. g ~ iaa.aw-1 e+.naa.~(ao;.+r,,.,'lM c,m~.ua,. 01 .so DOUGLASS ENGINEERING 13852 W. 54TH AVE. ARVADA, COLORADO 80002 (303) 421 - 4165 joe _ ZU Q~46 N__ , ~Ls SMEETNO OF- CAILULRTEDBV_-~k'L~Dr1TE 1•`O'D~- CHECKEDBY Pq", '2 (~w~~'~NwFU: C q uc ..~1 A{,C~ ~ v~~.DL l~ I~ fo+ Uu~ r C4n,.ea.a,.1 Pya. l\ooaw velau-r~C~) G4Lr... ss u?/ 3111" 1nL = K C Uz/Z~~ 1~ cAwwn~ imce -pues / fi*ftM' „ 10 ( 13.0 Z )e, -32.z~'~s~Z) = Z4 • Z({ L ary 1l•3 peoz . W&P (nV-4• b.w,~ R." s~Zff ,4yAtL-q-%t,97 ti►-~k t..1>T► i- OT'~X n°s"" ' °l o ps..;. ~g; 17. .8- 11-3 OK✓ PRV ► u s li~u.~ „3 u 0 i~; L.\T ~Z r) P~P e---- ~n MM-;.J S.t"~-Jrc.E ~I1:T T~ CP4-=h4 U. &J tT . ,ta-i n.a.sa~eo.,~P ,•~.c1o1- M... o`w gyDItANT FLOW TEST RSPORT ' Test'Kliydrant: 3040480 bate: 1/ 8/1998 Time: :13:55 FRBSH LOCdC3.QII.% . Tabor.,:SC• ad 44 Ave•e. &le~ ion: 0 ft Tester: Hob/Tim/Valley water/;:teiglede= Rero3tl¢8w obtai:ni2lre flow information for Breaer Tire aage:::'.i,.. Static Pressurec 90.0- psi 'Reeidual Press»re: 85_0 psi -FIAW:;H7fDRANi'---GAGB-'-DIAMHTER----- COSk'FICISNT--PITOT------ FLOW---- 3050130 2 2- 8/16 in 0.900 45_0 psi ,1126 gpm 'rotai F:.ow: 1126 gpm Flov e20 psi: 4680 gpm FlOw !10 psi: 5030 gpm 90 . . WATSR SUPPLY GRRPH - TBST HYDRAN'.' 3040480 . 75. - 60. _ PRSS . . (PSI) 45.... I 30. . , 0. . 0 1000 20Q0 3000 , 4000 `•000 6000 FLOFi•.(GRb1) (0 pt;i; . 5363 gM) woa~ wvoe;0 556t-to-L l 'd O o . 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NO 5,20 0.162 3 .5~1 ]1 ~.)I N 0.065.:~ .wI I Z.I 6qq I 13.37 .24 .41 ]M10 ~ IS M Q . 5.7 4 .II_20 3J) I1 1.31 ; " Otl 0.6II V 0.340: f.]) 0 I99)Ifl 0 019 . N.JV 91q0 V PS ~ . 7 9.11 t0.0) JJi li, NI 2.31 I171 I . . . 9 WO I0 0.5 .Ifl ~00J 0.653' N.OA O.V6'. t sn it.ai 4.94 'la y, 2.49 '4 52 0 60. . 151 I I 47 'O.Nl99 23 0 4BN nJP . . 0 192 . IO 000 ~ 33 39 I Q ~fi I ~ . , . ISOOp 26.74 HOflfl I 31 19 ~ .9.M .~1.J1 4.6 l IX.If 3 31 14 34 1.28 III f! 0~73 'N.10 IOJ '.:x.JC 6.5912I7- 9~ L09 3 ' ' 0 194I . . . ~ .]S L ll.l•~ .21 I.BI III.RS L06 a SM 8.89 25 42 1 ~9 +pJl v . 0.416 I IM(pp I IO.In „ . . t.15 IF.In . I.Il III.A I... . I2V p5 5.P3 ,iLnS J Ifl ~ 0.562 . 301p0 IJ.Sh . Ifl.O .115 I2J) 1 11.n.t ].]I tt P' 1 ~ ' 0.7131 . . For pi~ Icngths othcr thun I ~.Ol 2077 2.SI IIJ6 Oh ..)I 2v 1~1 ~.9J 21 OR 2 fl(1 f • ~ e6 ~If n h 0.9W' . ~ Icn [h Th ( 5 . . ~ i . G t. t c pre.~urc Jrop is propor[ional t h ' 1.12 g us. or 0 (cct uf h ~ o t c clocity i~ a lunction o( pipc thc prcssvrc dro is a ' x I thc crosc scc[ional t c ~ aluc givcn in thc tahlc . for 700 (cct r ~~0~area; [hus, i[ is eon thrcc [imcPPh iv~ ~ s[an[ (or a givrn f , c g n Tluc, e[c M~• ra~c and is indcpcnd rnt of pipc'Icn gch. o, colevla~ion~ !or piP< eOher Ihan S<bedvle 10 . 1ee explono~ion on nei, page. J ~ ~or l~~~s ll i3 November 11, 2003 CLIENT: CUSTOMCRAFT HOMES Jim Turgeon 706 Elm Court Golden, CO 80401 (303) 279-8049 Mr. Turgeon, PRWECT RESIDENTIAL DUPLEX 4510 - 4520 Simms Court Wheatridge, CO 80033 S2E Job No:2003-046 During the structural design I had pertortned for the above mentioned residential duplex, I had atso reviewed the joist layout provided by Snavely Forest Products, dated 05/06/03. This joist layout meets the design loads of the 2000 Intemational Building Code. Also, I had calculated the beam and joist requiremenis for the remainder of the structure, which were shown on the framing plans. The 2 x 10 wood joists at the tandem garage are adequate to support the design load, see attached calculation. If you have any questions or comments, don't hesitate to contact me. SincerP'y ~4'~ N John J. Stensgaarci, PE meE President Consulting Structural Engineers 5552 E. 11 7th Cirde Thomton, CO 80233 303252.0471 303280.3877 fax www.S2E.com CONSULTING STRUCTURAL ENGINEERS '/OBNAME 667~VIMF7' ~ 5552 E. 117'" Circle JOBNO: ~StMM7:ND_ Thomton, CO 80233 (303) 252-0471 (303) 280-3817 fax er. vnre 7 T-~03 ~lS7S ~ R -a 2-Y-(¢ :o' o G _ / ~,~1 e c`~✓1'4'A~=I~r~~~ rdl, ti-;: a - ~ l,C-~S~ s l~y n ~J 7dL.i [~oL ~ 2vjn ¢24''0.~. Roof Rafter[ 20001Memationai c4jildinp Code (01 NDS)1 Ver: 6.00 By. John Stensgaard Proled: -Loqtion: -rP430cM Cne~ctv.t,L Summ 1.5 IN x 925 IN x 15.67 FT a 24 O.C. /#2 - Hem-Fir (Norfh) - Dry Use ' Adequffie By: 42% CoMrolling Fador. Section Modulus / Depth Rafter Span Defl ' . Dead Load: Live Load: Total Load: Rafter End Loads and Readions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributarv Width: Lower Equiv. Tributary Width: Raftar Data: IMerior Span: Eave Span: Rafter Spacing: Rafter Pitch: Roof sheethiny applied to top of joists-Top of rafters fully braced. Live Load Defled. Criteria: Total Load Deflec4. Criteria: Rafter Loads: Roof Live Load: Roof Dead Load: Roof Duration Factor. Slope Adiusted Spans And Loads: Irderior Span: Rafter Live Load: Rafter Dead Load: Rafter Total Load: Properties For. #2- Hem-Fir (North) Bendinp Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf=1.10 Cr-1.15 FJ: 9.06 In DLD-Interior- LLD-IMerior- TlD-IMerior- LOADS: 235 PLF 83 PLF 318 PLF 235 PLF 83 PLF 318 PLF UTWeq= LTWeq= L= l-Eave= SpacinA= RP= u U LL= DL= Cd= Lad1= wLadl= wDadl= wT-adj= Fb= Fv= E_ Fo-perp= Fb'= Fv'= Adiustment Factors: Cd=1.15 Design Requirements: Controllinf7 MomenY. M= 8.259 Ft from left support of span 2(CeMer Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinp Shear. - V= At a distance d from ripht support of span 2(Center Span) Crfical shear created bV combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Sedion Modulus (Moment): Sreq= Area (Shear): Moment of IneRia (Deflection): S= Areq= A= Ireq= 0.20 0.57 0.77 RXNS: 470 LB 165 LB 635 lB 470 LB 165 LB 635 LB 7.84 7.84 15.67 0.0 24.0 4.0 240 180 30.0 10.0 1.15 16.52 54 19 73 1000 145 1600000 370 XZ IN IN = L/347 IN = L/257 FT FT FT FT IN O.C 12 PSF PSF FT PLF PLF PLF PSI PSI PSI PSI 1455 PSI 167 PSI 2489 FT-LB 554 LB 20.53 IN3 21.39 IN3 4.99 IN2 13.88 IN2 69.36 IN4 96.93 IN4 Page 2 n31 Uniform Loading Live Load Dead Load Tota L d W 30 Psf 10 Psf 40 Psf Roof Rafter[ 2000 International Building Code (01 NDS) ] Ver. 6.00 ~ By: John Stensgaard, S2E Engineering on: 17-10-2003 Project: - Location: Summary: 1.5 IN x 9.25 IN x 15.67 FT @ 24 O.C. /#2 - Hem-Fir (North) - Dry Use Section Adequate By' 4 2% Controlling Factor Section Modulus ! Depth Required 9 061n SHEAR. MOMENT, AND DEFLECTION DIAORAMS She: (Ibs 31 Momi ($-II -1: -3t Deflec (in CoMrollinfl Load Cases: Shear. Critical shear aeated by combining all dead loads and live loads on span(s) 2 MomeM: Critical moment created by pambining all dead loads and live loads on span(s) 2 Anan.ainn rrnataA hv mm6inine all dPad loads and live loads MI SDan(a Rafter Pitch: 4 : 12 Reactions Live Load Dead Load Total Load Uolift Load A 470 Lb 185 Lb 635 Lb 104 Lb B 470 Lb 165 Lb 635 Lb 104 Lb Rafter Soan r Rafter Span =15.67 ft(16.52 R) I 4ORP Inspection Services Division Buildine Plan Revie'vv Comments AdcL•ess: 4510 - 4520 Simms Ct. Owner: Turgeon Contructor: Customcraft Homes Inc. Yroject: New Duplex Occupuncy: R3/ U-1 Vuluution: $317,972 Dutc: October 6, 2003 1. Provide lot dimensions on site plan: 2. Provide additional drainaye information showing grades and elevations to show how lot is to drain to street and detention area. 3. Provide furnace and water heater sizes to verify combustion air duct sizing. A"_ Provide a note stating a drain pan is required under water heaters. 5: Per UPC Table 6-4, 6-5 a minimum one-inch water meter with a 1-1/4" service line is required due to fixture count. fi. Submit specifications on proposed fireplaces. 1 Provide stair section as redlines on page A4. A. Provide specifications on proposed "T-Lok" shingles showing they can be installed on a 2/12 roof pitch. _J. Label service outlets in mechanical areas as GFCI pro;ected. 10. Show crawl space and attic access locations and sizes. 11. Per note on Snavely framing plan, have engineer stamp and approve structural plans. ~ 12. Provide roof framing layout plan. 13. 2xt0 rafters indicated on structural plans at garage will not span 16'-0", correct spacing or change rafter dimension. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2853. Thank You Darin Morgan, CodesAdmi ' ator I 07/14/00 10:54 FAX 3032271386 GPI DENVER S1'EVE SOUND COMROL >11~ CaWiucfim " aW NdaeKS STf !g A. 2 la en d 1' R5.4 mml FircShield Shafllin[r inserstxI in 2' UO B mml H-Swds H-Stuis a d NGC 2827 IS : ~ . . n ll-iruk taxmd by 11Y (127 mm) FIrrShield G 'c 6' 1157 miry wide bapm 9rips. ; 8: 1 layers d P(25A mmy Hre-Shield Shahlirer NGC 1026 50 'i insened in P(50.8 mm) I+Suds with one Ilankirg 1 x 4 amd Ad wall. 1' (2i.4 mm) air spxe J; beN.Qen walls, wih I12' (127 mm) reguhr gypwrn wallboartl xmv amdfed to xmd studs. 1 C: Same az B wilh slud avnia imulaped wilh NGC 2825 55 ` 3 111" (88.9 mml glan fi6er or minml wool, 621ayesdl"(75.4mm)FiT$hleldShafUiner NGC2821 50 imated in 2" (50.8 mm) H-Slude widh 2 N 3 wood fhd walk flanking 6dh sidn.l• 125.1 mm) air ; spxe belNeen walk, with 7/2' 02.7 mml : regu4r gypxmi wal Iboard screw altxhed ro wmd ~ shds.5ud avitrcs uninwlated. f f: Snmp as D wilh ane slud wall insulaled witlr NGC 7814 Si 3 1/2' (88.9 mm) glus fiber a minml wppl. On snd wall uninwlated ; F: Same u D with 6oth yud cav'IUes imlaoed NGC 2820 57 with 3 1/2" (88.9 n.n) glas fiber or mineral wool. dF Cok Bord 7"FirpSixeld Shahliner, HSivd, U-Trdck and ASW Qips am smmped wirh dr Gofd Bad name. ACCESSORIES • ASTM C 665, Type I, mireral 6ber (either glass or rockwooU iruulation blankets wilhout membrane facing. • Gold Bord wallboard comer and taSing beads. • Joint treatmenw compound. • Acaustical sealynL Nondrying, ronhardening, ronskinning, nonstaining, nonbleeding, gunna6le lype as retommend- ed M the manuYacturer. • Gold Bond Resilient Furring Channels x 12' length. APPLIUBIE STANDARDS AS7M C 442 - Fire-Shield Shahliner ASTM C 36 - Wallboard and FirrShleld G WalNboard ASTM C 645 - Metai 630-MR Wallboard 588 - Kal-KOre Services, Irx. t hlo. 90-26 wm anow me u5e of gypsum board area separadon walls ard the insuring bodies involved wilf no[ penzlize fts use. IMS7ALLA'10'J APPLIGBLE SfANOARpS AND REFERENCB ASTM C 840 Cypsum Association GA•216 Nalionai Gypsum Co. Gypsum Construction Guide RKOMMfNDAT10N5 Ordet H-Studs and P Fire-Shield Shaflliner according to the fol- lowing outlinre: Baxment wall section - length equal ro distazxe fran (oun- dation floa ro approxima[dy 3' above lloor lire d Orst Floor. irrieffnediate Ooon - length V l a dislance belwm lines. rawnost na« - lengtn w exte„d m oop of parapet wall a ro roof Intersectipn, dependinH ondetiil. e CeneraL The H-Sfuds are setured at the (oundation 11oor bv dw flanges ot U-Track. The sartie track is used back-loback at Inteme- diale floors pp provide a splio- ing means so Mat the syslem can he emcled one floor at a lime. U-Trxk is alw used at the root line or at the parapet and at wall erds. H•Saxls are separaoed from the flaAcing wood stud walls by a 1" air space or cwered widi one layer of 1124 regular gyp- sum waliboaid. At an alterv nale, if!" F(re~Shield G Gypwm Wallhoerd pynds on be fasMrxd ep ihe H-Sluds and jpMS cweed wilh fape and jant compouy tp pro- vide a finished wall. As anodi- er ahemaNve, when a 1' air space cannot be mairnairKd 6elween Me wood 6aming and the H-Studs, the H•SNds and U•Trocks are crnered by screw-atlached. 6"-wide bab neiu fabriCeeed hvm 1/2" Fire~ Shield G Cypsum WaUboard. Mineral wool a glass fiber wn be in#alled in the wood Rud caviry ro prwide higher STC ratings. M inlermediate floors ard at roaf inlersettion, the Sleel Gaming mem6ers are atlaChed on each sfde a adjacerrt swaure haminq with breakawav, heaz- dips. Clips are atdched to the wood haming at eacfi vertical steel haming slud/wood kam- ing inlenection using one J/B" Type 5 pan head screw inW the sleel and one 8d nail or 1 114' Type W dryw all screw inlo Ihe w0od Baming. The recommerded lacaGon of diese dips is on the lower side o(the sNxwral wood fram- ing. In that Iotetion. the clip piovides the greaiesl aswr- ance that die Area Separation Wall will remain in place and shicturally sound should one of the adJacent suucyures fail. Besanent waN irutallanon: Beginning at foundation Ooor, attach 2" U-Tmck ro concrete with power-driven fastaners spaced 24' O.c Appfy acous6- cal sealant abng edges d track at Iloor Nne. InsWll U-Tradcon foundalion walb whem Area 5eparetipo Wall inpersecls, ifappGcable. Fasten with power•driven fas. teners 24' o.c Caulk edges as wiih Ilmr track. At interseclipn of fourdaz(on or ezrerior wall ard Area Separa[ion Wall, beRin erect- i~ by insaling firstlayer of 1" Shahliner inb fbor and wall [nck. Insert second layer back-to-luck with first, and seat into floor and wall track. Shahliner ard sdds may b¢ sel inro position from the basement floar or fed down Uwugh the spaceprov~ded in the wood froming (rorn }Fie iloor ahove. Uaking wrc dwt bWh pieces p( Shakliner are seated all the way iroo the (lopr ard wall irreert an H-Snd Tnw ihe rxk and ergage the H. N+e eiigea mrMact the shid web. Contlmie in this marnier, eiea- in8 nw thicknnsa of Shahliner, and inWaalling the WJ u c (egs o( the H-Stud wer the Shahliner edges until the wall is candeted. Again, make sure all studs and parels are X,-~N tighdypusliedtog2dIeI. S[rew studs ro Ooor Uack with pan head 3/8' Type 5 strews. If the Area Separatbn Wall ter- minaoes at a foundatlon wall, the Isst nvo Shakliner panels will have ro be inserted from the floor aboer. Panels are pushed down inro the channel forrned by the Prevfaus Fi- Swd's fegs and the fegs ol the wall track. I( the Area Separarion Wall terv minaoes at or past a 6amed wall, insert the last panels conventiwally and cap the end of the Area Sepantion Wafl with 2" U-Tredc. Screw Oanges of floor Irack to flanges o( termination Irack. The oop edge of the erected wall fs then capped o(ft~y placing 2" U-Track over shds and panels. Screw die irack to each H-SWd with 3!8' Type S pan head screws. Locate dack splices at a slud so both track ends can be screw-attached b the swd. AIUdI 51ud5 b adjdCfM WoOd framing widi ASW clips. Secure the clips io the studs . with are 3/8" Type 5pa n head screw Mrough the short leg W the clip. Secure dip to wood framing with one Bd nail or 1 1/4° Type W screw thiough the bng Ieg of ~he clip. Clips aie attached ro wood fiaming a[ each vertical sreel-horimfrtal Hnod framing inlMSettiOn. The ASW dips may be attached directly lo ihe Sleel Studs or Ihrough d~e wallboard bamen face into the studs. W hen a 1" air space cannot be mainWired 6eRveeo the H- Studs and the wood (raming, ppwm board banen sVips are inslalled centered over H. Studs and U-Track on 6oth sides o( the wall. Badens are 6" and 3" wide, cut (mm sheets d 112' Fire-$hieW G gypsum board. 3" bamem are installed over U-Track af (oun, dation and roof. 6" bat0ern are screw•amched ro H-Sluds with 1" Type 5 Krews SPaced 12" o.c. screwed ina alrernaee legs o( H-Sn,d. MsnllatJnn at intermediate /bprs and at iooL• Attadi 2" U-Trock w the already installed cap- pir~g track of the lower lbor's wall. This back-oo-back vack insfallation allows the Ama Separatlon Wall lo be erected one floor at a ume. $ecure the (ConNnued nwict pagel O 07/14/00 10:54 FAX 3032271388 GPI DENVER STEVE Gold Bond' H-STUD AREA SEPARATION WALL SYSTEM P.'► National Gypsum Company Gold Bond Building ProducLs Charbtte, NC 28211 Add iNOnal Iniormafion: (704) 365-7300 Technical in(orrtwtion: 1-804NATIONAL (1-800.G28-4661) 10- ' The H-Slud Area Se~ara6on Wall consists d 2 light-gauge steel H-Swds, which secure two layery o(1" Fire~Shield ShaNliner board bertveen adjxen studs. BASIC USES Gold Bond H-Stud Area SepardtiOn Wail Syseen7 is a IigM1tweight, easily erecled cavity drywail system designed Oo be a verticai fire barrier between adjamnt wood trame dwelling units such as aparvnents, condo- miniums and roumhouses, In O high STC raNngs provide acoustical privacy as well as 2-hour firc erdurance re6ngs. Note: Gold 8orid H-SNdArea Separatlon WallSyatems have Geen rested using Gold Borrd mefal and BYAsum ProducYs exclusinely. $ubstiMion p/ conVonen[c not sold by National GYpsum may mended. NatJona/ Cypsum makes no warranlies as to any such substhufed romponera. ADVANiAGES • Prpvides Continuous fire resi5- tant membrane (ran founda- tion to roof, unbroken by Iloq a roof structural mem6ers_ • Both the Area Separation Wall and the stn,aural framings can be erected quickly by car- penler nadesmen. • Ease and speed oferection. • As IiMe as 7" wall thitkness nceded b provide 2-taur fire resistance ratings and equiva- lent a beper sourd ratings. • 7he H-Stud System h poned wall he1gM II o( 12'. (SuppoK is p ~ . dips near each Floor as unsyr mitatlon rov7ded ty line.l The H-Stud Area Sepantion Wall systems may be built up to (wr staries high (tMee slo- ries plus basement). Z• ighing as litlle as 9.4 ps(, re is a wrniderLble weight rEduction when Cpnpued Ip concrele Wock. UMITATIONS • Area Separation Walb are nmbad-btaring walls. • They should not be useci where exposed to constant dampness a'd/w water. • Steel tnmin and Moiswm Resiuant (M gypwm lward produds pemnt Oemponry exposure Oo irckment weath- er dF uring canwaion, but ihe sUUCled Nea Separation ll alauld be protected (rom emern weather as soon az possibk. • Maietials wpplied b ihe job sire should be sbred proper~y suPW~d o(f the ground and' prdttred trom inclement weather. • Irnulation in Ihe Area Separation Wall must bepro- teckJ (ran wetting and thero- fore shall rot be insulled untll building Is cbsed in. MATERIALS AtvD SIZB Mefal hamirg: Gold Bond !i-Stud 2' x kngth (up b 12') % 25 gauge nan. Gold Bond U-Snd Track 2" x 10• x 25 gauge nan. Gdd BwdASW clips: The Gaming artachrern ASW 1ob Name Contractor clips are made of 0.050^ alu- minum alloy thal sohens et a6out 1000°F (538°q. TMy are shaped al a 90° angk ard are availade 2' wide with legs eitf~er 1" H 2', P x 2.5" a 2' z z.s•. GYPsum board: GoW Bad Firt-Shidd ShaPoiner i" x 14' x length (u0 ro 121) (Continued next page) FIRE RBISTANCE RATINGS (Test Me" ASTM E 719) ; "lA Desyn U347 rtqum a minimun J/T air space Apprm, 7liido- Corenvclion Endurm Atieimce "Iew nes 21aym d 1• USA mm) Fi~e-SMield 2 hz, BOG1-ES 9.4 prf 1" ~r Shahlim inened in T(50.8 mm) Repon FFSwd 24' (610 mm) o.c H-SNds 9626 and U.Ladi roveied by 1/2' (12.7 mm) WH1694- FiTShidd G Gyysun 6' (152 mm) 0I00.6 Wide wos ; 7 layers d 1' (25.{ mm) i'.e-Shield 2 Ms. BOU-ES 120 psf T Shaflliner irserld in T ROA rtrN Repon ;x I+SNd 24(610 mm) ot Ont nominal 9U26 2x4wmdspdwall,pieside.1' WHI651- 125.4 mm) au ipm he7ween ShaNfiner OiOB and wmd sNds, lMopd yAds 16' •U347 (406 mml ac hced wiM one ~yer i!Y 112.7 mm) Ix wall6oa~d lypsian 2 layers d 1• (25.4 mM FircShield 2 hrs. 8(XA-ES 16.0 ps1 12" ~ Shafdiner imened in 7150.8 mry Repprt FfSNd 241610 mm) o.c. One rqrMryl 9416 1x4 NVpdfWdwall,ei[h sidl.l' WHI657- (15 4 mm) av s{a[e belMSen SIWlllirer OSOB md wnod shds. \Mwd Audc 16' 4U347 ' (406 mm) ac. fxed wdh are Iqer 1/2' 02.7 rmp regula gypftwn wallboaid tgj ua oszss Gold Bond Wallboard (MR, Kal- Kore) 1!1' x 48" x length lup t0127 Gold Bond fKeShield G Wallboard (MR, Kal-Kore) 1/2" x 48" x length (up to 127 07/14/00 10:54 FAX 3032271388 GPI DENVER STEVE 1Elu4 Iwo Irxk5logethCr widh Mro 3/8• Type S pan head screws 24" o.c. Slagger back-toback track jolnts a minimum of 12". ~ Erecl Shahliner and H-SWds in lo complelely fill the wall cav- ity at ihe imermediare floor mrxlruttion as sha.m in drawings. Minenl wool w gypwm 6oard filler may be ~ lnteria facings: 2" H-Stud Area Separation Wall wn be fin- Q ished f n a variery of ways depending on wall installa- lion. Fw load-bearing applica- tions, wrood stud walls meeting required codes must be erccted Flanking the Area Sep,antion Wall. Stud walls are then flNshed in whatever mE1hOd Is spetified. Formnload-bearing applica tiorn, fi nished wall may be af any type meeting bcal codes induding exposed Shahliner and battms, i( nceded, where appearance is na critical. Basen~eM wall se~fiar: kngth equal 1o distance (rom foun- datbn floor b approximately 3' above floor line of first flooc Intemiediate (loors: length equal ro diuance belween (loor lines. Topmost Naor: length ro exrend to ~op of parrpe~ wall or tn roof inlersection, depending on dMail. basement wall, e,cept Ihat erding procb dures vary de~enWng on the exteriorwall inlMSeclion delail. See drawing delails. Al roof iMersectim, the walls are capped aft with U-Track. Track is taslened m each stud with 318' Type S pan head screws. H-5tuds are lasfened staAing and rovided to wood haming witM1 ASW the Fire bloc same king manmustner be as p fa the dips. The specific (raming pro[edure varies xcording 10 ropf junction delails as il~us~ h2ted in drowings. Moiswre~ResYstant IMR) Gypsum Boarcl or gypsum shea~hing should 6e used on the faces o( slud framing af Area Separation wall: which pro- ject beyond roof w slde walls. ~ GPI DENVSR STEVE tou 07/14/00 10:54 FAX 3032271386 688 iiP[ R[SISIANCE OINEROYt (BINN) F[RE RESISTANCE RATINGS - ANSI/UL263 (B%UV)-Continued UnkaE Sptes Gypsum CoMMsY-rype AR, C. IP-%1, IP-Mt. SCX or WAX. Yew hmaMcaee SA de N-Tgpe RR. IP-Xl. 14•%2. SOl or WRX. •Beadn9 Ue UL Clauiflotbn MarNnq Deslpe No. U345 8earirg Wall Ratiag-1 Hr HORIZONTAL SECTION 1. Wood Stud!-NOm 2 hy 6 in.. sDeted 16 ia. OC. Effiec[ively firt smpped at to0 and hottom. 2. Letenl Framtng-Nmm 2 by 6 in, cross brocirg spaced 4 ft OC fa 4nshll+Hon of gypsum wall6oard (Item 4). 3. Yhll6oaN, Gypsum•-516 in. thick wa11EoaN nailed to sNds 7 in. OC with 6d ttmentcoated nails, 1-7/8 in. brg, 0.01975 in. shmk diam, 1/4 in. Oiam heads. Cansdian Gypsum Cowyaey-Type AR or SCY. NaHonal Gypsum Ce.. Riyadb, Saudi Anbia-Type FR. United Sutes Gypsum [o.-Type A0. or SO( Yeas hnamarkano SA de N-Typv A0. or SfX. 3A. WaU6eatd, Gypium'-(115 an allerna[e ta Item 3)-Nom 3/6 in. thS[k, fnstalled as desniEed in Item 3. Canadian Gypsum Companfl-TYPe AR. United Stries Gypsum Co.-TyDe AN. Yne hnamxUino SA de CV-TyDe I1R• YhUbwrd 6ypsum•-1/2 in. thick watlboud, applied horirontally. miled to stud~ and lateral irammg (llem 7) ) in. OC with 6d ttment cwted nads, 14/8 in. long. 0.01975 in. stunk diam, ]/t in. diam Aeads. Canidtae Gypwm [omyOny-rype C. United Sqtes Gypwm W. Type C Yew hnillqriallo SA ds CV-Type C. 5. CenentlNoui Backei UMts•-1/2 or 5/6 in. thlck, s0me edge, nailed to studs, 8 in. OC with 1•3/6 in. lrng galv roofing nails. Unlted Stauf Gypsum Co.-Durock 6teilm Cement Boaid. Ourock Cement Boara or Dwock WMB (Water Managed Bard). 6. loint Ape Aad Compound-Walllaud, Gypsum-(NOt SM1a+n) -Fw use xith Type SCX gypsum waUhard-Vinyl, dry or pemiaed join[ cdnPound, a90liW in two coats to jeints and sctew heaAS: piper hpe. 2 in. wfde, embedded in firs[ layer of compound over aU joint.s. 7. ]o1nL Tape And Compound-Gmentitlous Ixka Umts-(Not Slrown)-Latex madified PortlonA Gmen[ mortu or ANSI A136.1 Type 1 organic adhesive, aPPUed [o a0. ]'ointc wHh 2 in, wide piessurc st~siH•a qlats fiber meth Upe embeddad in compouM. •Bearing tAe Ul ClassifiaNon MarMrg FIRE R6SSTAN[E DIRECfONY (BI(I11Q FIRE RESIAANCE RATINGS • ANS[/UL263 (8)(1.110)-Contlnued ~ Desiqn No. W47 - Exposed To Fire Fram Area Separation Wall Side Only Nonbearing Wall AaNng-2 Hr Finish RaCing-120 Min. 3/4" AIR SPACE -`i 4~ 3a 7- 7 _ JN . ~ / t.J } . ,.t[i ~ 4 _D~ 1-4' \,J • SECTION A-A SE►ARATiON WIILL• (Max Hcight - 66 ft) 1. Sted Tnck-Floor, sMewall or Wp wall track. Nom 2 in, wide cfi+nr°l 'cA+peO with non 1 in. loaq legs. (ormed from 110. 25 MSG gaW stNb : mcurM wf[h suitaGk hsteners spaced t< in. OC. 2. SMI Studs-"H" shaped sWds famed ham Nn. 25 145f. g+lv steel lurng . an wew4 dtpth of spprMmatdy 2 in. and a nom width 1-1/2 in. . 3. Walltrwrd, Gypsun•-Tvro larn of 1 in. Mick gypsum waUbOard liner wnels, supplkd in nom 24 in. widths. VerNa! edges of panels hidioe FA MaNenal 6ypswn Co.. Charlotte, NC-iype FS'M. 6, VWod Sluds-NOm 2 by < in. maM fpxing 24 in. OC S[uds crast aHOn " at mM•heiqhtwhen neressary fw clip awcAment. Min 3/4 in, seps , helwNn nood fnnin9 and firc stpxacion waLL. . 5. WaU6oard, 6rpsum-CIndHM a Undu+ifled-Min 1/i in, thfck, t. k nW aPPhed vertically. WaUboud atUched m studs with 1-7/4 in. long soeel drywaLL screws swced 12 in. ot. Yertiol joims loaud ove+ studs. At so oplian, bints covered wAth paper tJpe and loint compould• Saew M1eads coveredwith joint compoyM. 6. Aluwhwm Cliys-Muminun m 4. 0.049 in, tAick, 2 in. M4 with 2 in. . and 2d/2 in- Mqs. [lips s"ured Typs S snews 3/8 in. lon to'M studs and wfM 1-1/4 in. bng ure.rs m wood fomiiry tMough hdes : orovided in elio- Soaa cliDS a mu of 5 R OC vertiutly hetw-sn waod I •Bartng & UL Gwifiutlon MaMng LOOK FDIt MARK ON PRODUIT em-M& -COMPLETE ENGINEERING SERVICES, INC. PROJECT N0: 02-6621 August 13, 2002 Daniel R. Turgeon 2110 Rockcress Way Golden, Colorado 80901 SUBJECT: Retention Pond Influence Evaluation Lots 3 and 4, Proposed Turgeon Subdivision, Wheat Ridge, Colorado REFER: CES, Subsurface Investigation and Engineering Analysis, Lot 19, Lee's Subdivision, Project No. 96-3956, August 12, 1996. Lane Engineering Service, Inc., preliminary subdivision plat, Turgeon Subdivision, Wheat Ridge, Colorado, Project No. F79-1.10, June 8, 2001, last revised January 29, 2002. Mr. Turgeon: Influence of the proposed runoff detention pond on proposed residential construction in the subject lots has been evaluated. Conclusions and recommendations presented herein are based on the referenced subsurface investigation report, the referenced subdivision plat and our experience with similar conditions. The proposed plat indicates a surface water runoff detention pond will be constructed between Lots 3 and 9. Residences constructed on these lots will be within 50 feet of the detention pond. The referenced subsurface investigation determined that groundwater is within four to five feet of the ground surface. Recommendations contained in the report, and implemented in the building designs reviewed by this firm, have considered the possibility of shallow groundwater and the effect of shallow groundwater on the proposed construction. Soils beneath the property are very granular and highly permeable. Any runoff detained in the pond should infiltrate rapidly and dissipate into underlying gravel layers. Any effect on the groundwater table around the pond should be limited and short lived. Foundation support soils should remain stable and capable of supporting anticipated loads when saturated or submerged beneath the water table. There will be no below grade habitable space and 912 TWELFTH STPEET - GOLDEN, COLORADO 80401 •(303) 279-6418 • fAX: 279-6350 PROJECT N0. 02-6521 August 13, 2002 Page 2 of 2 foundation excavations will be kept as shallow as possible. Drain systems around interior foundation perimeters have been recommended to discharge and control any shallow groundwater that may rise above foundation footings. The detention pond should not affect finished construction, as proposed. Please contact us if you have questions concerning this information. Complete Engineering Services, Inc., Edward D. Ford, P.E. CII"Y OF WHEAT F.1bGE CERTIFICAT$ OF WATER AlYD SEWEF. SERVICE AVAILABILT'1'Y . Note ta Applieunt: A buildieg peemit wilt oot be issued without this Certificate signed by the Di4trict pr A$eney supplying services. T' t ir ° hv auchorizins e¢ent, Use owner . z79 so4q sff,~VXR Nama oF Disaici: ~z 7-TQ4Lr LAN 1T RT! o nE IZ~~rindlNdual Septic Permii No.- ( ) $ewer SerAce AvaiLablo Semer 5e.Hi ee Noc Awllable Commenrs ar Conditions: Name nf Dia¢dcc: WATER CaWradq Well Pmcmit No. Wgtcr Sacvice Avaitable t1 Water Seraoee Mot Availsbk Commente ar Condltlons:- ' t hocoby wni$' *t fvai7abiliry otseMca fa es iadleated above. Signamm of Auttwriial AgeM Dam Jetfetson Couoty Ficslth Dcpantnant (iF WBLL) Amhodud StnaWie Date JaBerson Couaty HoslLl► Depanment (IIr 5EP'f[C) 7500 West 29th Avenue The City of Wheat Ridge, Colorado • • hea't Telephone 303/235-2846 Rll DATB: June 18, 2002 OFFICIAL ADDRESS NOTIFICATION - C(?RRECTION II NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTY OLD ADDRESS: 11600 & 11690 W 46"Ave Wheat Ridee CO 80033 - NEWADDRESSES: Lotl•11690W 46'"Ave WheatRidee C080033*** L r 2 eaaa & 4554 l NOT 4550 & 45601 Simms Ct Wheat Rid¢e CO 80033 (duo lex) Lot 3 4505 & 4515 ( NOT 4510 & 4520) Simms Ct Wheat Ridee CO 80033 (dun lex) Lot 5 4550 & 4560 (NOT 4545 & 4555) Simms Ct Wheat Ridee CO 80033 (dunlexl Lot 6• 11600 W 46~' Ave Wheat Ridae. CO 80033*** SUBDIVISION: Tureeon Subdivision LOT(s) 1-6 BLOCK ***Please note that 11600 & 11690 are multi-family dwellings with 4 units each and are addressed A-D.*** AUTHORIZED BY: `V~\ 51~- DATE: 61,$~. DISTRIBUTION: 1, Properly Owner z. Jefferson County Assessor, ATTN: Data Control, 100 7efferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thornton, CO 80241 7, Water District: Vall 8. Sanitation District: Fruitdale 9. F'ue District: Arvada 10. Wheat Ridge Police Department 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. Log File 14. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" Mar-06-01 10-19A DEVREVFAX 303 235 2857 ~ CITY OF WHEAT F IDGE CERTIFICATE OF WATER AND SEWEf SERVICE AVAILABII.ITY Note to Applicant: A building permit will not be issued without this Certificate signed by the District or Agency supplying services. This Certificate c pires one vear from date of aporoval bv authorizin¢ a¢ent. "f -~sS , / UVOG1wn ~f✓' //l ~U7_ JG /;?L/ Date P_O1 Owner _ Address Telephone SEWER Name of District: Individual Sepuc Permit No. Sewer Service Available Sewer Scm :e Not Available Comments ar Conditions: I hereby cenify that availability of service is as indicated above. $ignature of Authorized Agent Date leffersan County Health Depattment (IF SEPTIC) Authorized ~ ignature Date Name of District:~~~~ ~WA~~~ • Calorado Well Pecmit No. ater Seevice Available Water Secv a No[ Availablc tents or onditions: ' ' ✓ /0 eyf rvi is u indicatcd abovc. Signamte of Authoriud Agent Date Jeffecson County Health Departmrnt (IF WELL) Authorized 5.gnatucc Da[c Recorded at o clock Recepiion No. Recorder ~ ~ ~ ~ V L~ WARRANTY DEED THIS DEED, mtade ihis 8th day or November , iq 96 be(ween Port Orchard Development Co., a Colorado Corporation County of af the ~ B OU Ld e T , 5[ate o( Colorado, gran[or(s) and James R. Turgeon whose legal address is 11600-1}0gg West 46th Avenue Wheat Ridge, Colorado 80033 - - - - - - - - - - - - - - - the receipt and sufficiency of which is hereby acknowledged, ha 5 - DOLLARS, gran[ed, bargained, sold and conveyed, and by these presents do 0S grant, bargain, sell, comey, and confirm, un[o the grantec(s), }11S heirs and assigns forever, all the real property, togcthcr with improvements, if any, situate, lying and being in the describedas(ollows: County of JePPerson ,Stateo(Coiorado. orche Counryor Jefferson N'ITNESSETH, That the grantor(s), for and in considcration of the sum of ~ State of Colorado, gran~ee(s): Ten and Valuable Consideration____________________ Dollars and Other Good See Exhibit "A" attached hereto and by this reference incorporated herein. also known by street and number as: 11600-1170o WeSt 46th Avenue TOGETHERwithallandsingularthehc daammtsa da ~ COlOi8d0 80033 reversions, remainder and remainders, renis, issues and profitP~hereo(, and II th~e esta~egright title,~n e est claimiand de andewhaisoe er o( the grantor(s), either in law or equity, of, in and to the above bargained premites, with the hereditaments and appur[enantts. TO HAVE AND TO HOLD the said premises above bargained and described with the appurtenances, unto the grantee(s), and assigns (orcvec And the gran[or(s), for sel t115 hcirs bargain, and agree to and with the grancee(s), lt5 f, 1tS lVelrf~RBpcnonalrepresentativcs,doe5 covenant,grant, t11S heirs and assigns, that at the [ime of the ensealing and delivery of thesc presents, lt 1S well seiud of the premises above comtyed, ha g good, sure, perkct, absolute and indefeasible uta[e o(inheritance, in law, in fec simple, and ha S good right, PoII power and authority [o grant, bargain, sell and convcy the samc in manner and form as aforesaid, and that the same are free and clear (rom all former and other grants, bargains, sales, liens, taxes, assessmmts, encumbrances, and restrictions of whatever kind or nature soevecexcept taxes foi the yeaT 1996 8nd SubSec]uent yOaTS, and subject to easements, reservations, restrictions, agreements and rights Df way, if any, and except Deed of Trust for the benefit of Herbert H. and "Ilendene H. Fightmaster recorded at Reception no. 256909F which grantee assume ind agrees to pay, The grantor(s) shall and wiil WqRRANT qND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession >f the grantee(s), 1] 1S heirs and assigns, against ail and ever y person or pcrsons lawfulty claiming the whole or any part thereof. IN WITNESS WHEREOF, the grantor(s) ha 5 executed this deed on the date sct forth above. STATE OP COLORADO 1 City and Counryof Denver ss. he foregoing ins[rument was acknowledgcd bcfore me this $ th + Gary R. Gorman as president of Port OrchardyDevelopmentmCor, •1996 a Colorado Corporation. 'y mmmission expires Wi[ness my hand and official seal. 9f in Denver, inxrt "City and". Name~nC Rev, 6-92. K'ARRANTV DEED (For Phao`nohic R«ord) ' Bn7(ord PublishinR 1743 Wua SL, Demer. CO 80202 -(303)?91-23ap - 11.92 C7illaris ENGINEERING LEGAL DESCRIPTION FOR EASTERLY PARCEL BEING A PORTION OF LOT 14, LEE'S SUBDIVISION, COUNTY OF JEFFERSON, STATE OF COLORADO, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE EAST HALF OF LOT 14 MARKED BY AY2 INCH GALVANIZED PIPE; THENCE SOUTHERLY ALONG THE EAST LINE OF SAID LOT 14, A DISTANCE OF 328.90 FEET; THENCE WESTERLY ON AN ANGLE TO THE RIGHT OF 89° 41' 07", A DISTANCE OF 175.64 FEET; THENCE ON AN ANGLE TO THE RIGHT OF 90° 18' 53", A DISTANCE OF 328.94 FEET TO THE INTERSECTION WITH THE NORTH LINE OF THE EAST HALF OF SAID LOT 14 FROM WHENCE THE NORTHWEST CORNER OF THE EAST HALF OF SAID LOT 14, MARKED 8Y A PIN WITH AN ILLEGIBLE CAP, IS A DISTANCE OF 155.37 FEET; THENCE EASTERLY ON AN ANGLE TO THE RIGHT OF 89° 41' 55" AND ALONG SAID NORTH LINE, A DISTANCE OF 175.64 FEET TO THE POINT OF BEGINNING. CONTAINING 1.33 ACRES, MORE OR LESS. THIS LEGAL DESCRIPTION WAS WRITTEN JUNE 14, 1996 BY WILLIAM J. KONDRACKI, P.L.S. #29043 ON BEHALF OF GILLAN'S ENGINEERING, INC.. 8471 TURNPIKE DRIVE, SUITE 200, WESTMINSTER, COLORADO 80030, (303) 426-1731. Glllan's Engineering. Inc. • 8471 Tumplke Drlve, Suite 200 • Westminster, CO 80030 •(303) 426-173.1 c.......11 f~unN (lffirn . nilln.. nlasa 1 7 n Ma1.. G.eve cnua 7 1 1 . riuL... f/'1 onnac - '~orn 'c' c"c - =IL= No. 10c3980 •ExaTazT a• BcING -k PORTION OF LOT 14, LEE'S SU3DIVISION, COUNTY OF j°=-°ERSON, STATE OF COLORkDO, MORB PARTICULARLY DESC3ZBED AS POLLOWS: BEGINDIING AT THc. NORTHEAST CORNER OF THE EAST Y.?-L? O: LOT 14 MARKED BY A 1/2 INCH G.Ai.V.aNIZnD PIPE; THENCE SOUTHfiRLY ALONG THE EAST LINn Oc S.'-lID LOT 14, A DISTANCE OF 328.90 FE:T; THENCE WcSTERLY ON AN ANGLE TO THE RIGHT OF 89 DEGREES 41 MINUTES 07 SECONDS, .'-1 DISTANCE OF 175.064 FEET; THENCE ON aN ANGLE TO TH: RIGHT OF 90 D%GREES 18 MINUTES 53 SECONDS, A DISTANCE OF 328.94 FEET TO THE INTERSECTION riiTH THE NORTH LINE OF THE EAST HAL? OF S?.iD LOT 14 FROM WHENCE THE NORTHWEST CO?2N`r:R OF THE EAST HII.F OF SAID LOT 14, MARICED BY .'1 PIN WITH aN ILLEGIBLE CAP, IS A DISTANCE OF 155.37 FEET; THENCE EaSTERLY ON AN ANGLE TO THE RIGHT OF 89 DEGREES 41 MINUTES SS SECONDS AND ALONG SAID NORTH LINE, A DISTANCE OF 175.64 FEE'= TO THE POINT OF BEGINNING. THE LnG?.L DESCRIPTION WAS WRITTEN SUNE 14, 1996 BY WILLIAM J. I(ONDRACKI, P.L.S. k29043 ON B£HALF OF GILLAN'S ENGINEERING, INC., 8471 TURNPIKE DRIVE, STE. 200, WESTMINSTER, CO 80030, (303) 425-1731. c~ ~ y9 q / 7 CRy of Whent R~dge ~ peparimmt ot PubGc Works February 11, 2004 nFaeRTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Mr. Richard M. Romberg, P.E. Lane Engineering Service, Inc 9500 W. 14`h Avenue Lakewood, CO 80215-4716 303.233.4042 Re: 4510-4520 Simms Court (Turgeon Subdivision) Retention Pond Improvements. Deaz Mr. Romberg, I have completed the first review of the above referenced documents for the Turgeon Subdivision retention pond improvement project received on January 30, 2004, and have the following comments: 1. Please change the name of the plan to Retention Pond Improvements, from Detention Pond Improvements. 2. The elevations for the contour lines shown on the plan appeaz to be 2 feet different the as-built information included with the original Drainage Certification Letter from Mr. John Griffith, P.E. (Please see attached copy of the Certification Letter). 3. The pond will need to be re-graded. Fill material needs to be placed into the pond to bring the bottom pond elevation up to 5401 in order to alleviate the 15" of standing water that occurred during the 2003 irrigation season. 4. Please include a Note on the sheet pertaining to the type of fill material to be used, as well as any information necessary for the conect placement of the material. 5. A new percolation test will be required prior to final acceptance of the work. Please include a note stating this requirement, and also indicate the locations within the pond where the testing shall be performed. 6. Upon completion of the pond improvements, the Engineer-of-Record Mr. Richard Romberg, P.E., shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter. The Letter shall state that the pond grading and drainage facilities were constructed per the approved Retention Pond Improvement Plan, the drainage shall still function as defined in the original approved Final Drainage Report and Plan (reference the new percolation test results), the site has been accurately surveyed to confirm that the grading and the construction of the pond improvements was completed, and that the drainage facilities shall function in accordance with these documents. The Drainage Certification Letter shall be submitted to the City for review and approval prior to issuance of any building permits. The Public Works Department requires 2 signed and stamped copies of the Retention Pond Improvement Plan. Please provide these with the next submittal. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer cc: Steve Nguyen, Division Manager Darin Morgan, Code Administrator File Tmgeon Retrn[ion PonM (Ragade) - rtvicwl.lv ~ 1 s ah d wnrx wage oepsonee d Pubfic worla October 6, 2003 DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 Mr. Jim Turgeon 706 Elm Circle Golden, Colorado 80401 Re: 45104520 Simms Court Building Permit Dear Mr. Turgeon, This letter is to inform you that I have received your Application for Building Permit for the above address. I cannot approve the issuance of this Building Pemvt until the Subdivision retention pond issue has been resolved. I have discussed the water level results for the retention pond you previously submitted with the Engineering Division Manager and the Public Works Director, and have the following comments: • The retention pond shall fundion as stated in the original, approved Final Drainage Report. • The pond needs to be re-designed to the volume requ'ved per originally designed and approved retention capacity. • The retention pond volume design shall be based upon the "highest" water level observation taken and recorded by you (during peak irrigation flow), as indicated in the document you previously submitted. • The new retention pond design shall be completed, signed and sealed, by the Engineer-of-Record who compieted the original Final Drainage Report and retention pond design for the Subdivisior, Mr. lohn S. Griffith, P.E. • The retention pond re-design shall be sUbmitted to Public Works for review. . The pond re-design wiil need to be approved by the Department of Public Works prior to any fuRher building permit issuance. The Depaztment of Public Works suggests raising the bottom of the pond above the level of the current standing water (highest water level you recorded was 15" at the headwall on 7/29103), and expanding the pond to meet the capacity stated in the original, approved Final Drainage Report. Due to the recent and intense outbreak of West Nile Virus, Public Works will not approve a design that allows for standing water for long periods of time. The design should typically allow for drainage (percolation) within 72 hours. The re-design of the reterition pond may also require that the retention pond easement be modified (possible re-plat). If you have any questions, please contact me at 303-235-2864. 4510-4320 Simms Cwn_raeMion pondltr y 7500 West 29th Avenue The City of Wheat Ridge, Colorado Wheat zm~ Telephone 303/235-2846 Rldge DATE: May 30, 2002 OFFICL4L ADDRESS NOTIF'ICATION NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: PROPERTI' OWNER(S): Daniel Tureeon 2110 Rockcress Way Golden CO 80401 (Lots 1- 3) James Tureeon 706 Elm Cir Golden CO 80401 (Lots 4-61 OLD ADDRESS: 11680 & 11690 W 46' Ave Wheat Ridee CO 80033 NEW ADDRESSES: Lot 1: 11690 W 46' Ave Wheat Ridee, CO 80033 Lot 2• 4550 & 4560 Simms Ct Wheat Ridee. CO 80033 Lot 3- 4510 & 4520 Simms Ct Wheat Ridee. CO 80033 Lot 4• 4505 & 4515 Simms Ct Wheat Ridee, CO 80033 Lot 5' 4545 & 4555 Simms Ct Wheat Ridae, CO 80033 Lot 67 11680 W 46' Ave Wheat Ridee. CO 80033 SUBDIVISION: Turgeon Subdivision LOT(s) 1-6 BLOCK LEGAL DESCRIPTION: SEE ATTACHED AUTHORIZED BY: ""'C" \ k-.A'- _ DATE: 5 30 O DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thomton, CO 80241 7. Water District: Valle 8. Sanitation District: Fruitdale 9. Fire District: Arvada 10. Wheat Ridge Police Department 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. Log File 14. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" 7500 West The City of 7.14 w DA`CE pMCIAI, ADDRESS NOTIFICATION - CORREC"TION /properties as NOTIFICAZ'ION is hereby given that the following address has been assigned to the property indiQated below: 3 PROT'ERTY UWNER(S): Daniel Tureeon 2110 Rockcress Wav Golden, CO 80401 (Lots 1- 3) James Tureeon 706 Elm Cir. Golden, CO 80401 (Lots 4-6) OLD ADDRESS: 11600 (NOT 11680) & 11690 W 46' Ave Wheat Ridee CO 80033 rTEW ADDRESSES: Lot 1: 11690 W 46' Ave Wheat Ridge, CO 80033*'"* Lot 2• 4550 Bc 4560 Simms Ct Wheat Ridpe: CO 80033 (duo lexl Lot 3• 4510 Bc 4520 Simms Ct Wheat Ridge, CO 80033 (dun lexl Lot 4• 4505 & 4515 Simms Ct Wheat Ridge CO 80033 (dun lexl Lot 6• 11600 INOT 116801 W 46' Ave Wheat Ridge, CO 80033*** SUBDIVISION: Tureeon Subdivision LOT(s) 1-6 BLOCK ***Please note that 11600 & 11690 aze multi-family dwellings with 4 units each and are addressed A-D."** AUTHORIZED BY: DATE: L 5 DISTRIBUTION: I. Property Owner 2. Jefferson County Assessor, A"I"I'N: Data Control, 100 Jefferson Counry Pazkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Pazkway, Golden, 80419 4. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, 80033 5. Xcel Energy, ATTN: Correspondence, P.O. Box 840, Denver, 80201 6. Qwest Communications, Attn: Shirley Campbell, 12121 Grant Street, Room 601, Thomton, CO 80241 7. WaterDistrict: Vallev 8. Sanitation District: Fruitdale 9. Fire District: Arvada 10. Wheat Ridge Police Department 11. Wheat Ridge Planning Division 12. Wheat Ridge Building Division 13. Log File 14. Other: NOTE: Please notify all other parties concemed. ADDRESS MAP UPDATED BY: DATE: "The Carnation City" PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMIT APPLICATIONS Dafe D 2 Applicant Location of Construction Phone # 31J3 ^ SZ6 Purpose of ConstrvcHon(:;.vsrau.n..J ~ s.~ws <r• Buffding permit Vatue Single Family Commercial Multi-Family ✓ DEVELOPMENT REVIEW FEES Development Review Processing Fe $100.00 (for document processing) Singie Fam11y Residential Revlew Fee: $50.00 (for review of appiicable technical, documents ) Commerciaf/Muitl-Family Review Fee: For review of existing technical documents $100.00 For review of technical documents for construction in righY-of;way, final drainage report and erosion control plan $500.00 Subdivision Improvement Agreement F;' 125.0 (for document processing and recording) Development Covenant Fee: $125.00 (for document processing and recording) CDOT Access Permit Fee: $100.00 (for document application and processing) Traffic Impact Study Review Fee: $100.00 (for document review and processing) Flood Piain Variance Review Fee: (f^vi dCCUfiiBiii T2VicW aiid NruC2SSitly) Class I application = $150.00 Class I Publication/Public Notlce = N/A ' Class II application = $250.00 Class II PublicationlPublic Notice = $90.00 TOTAL'REVIEW FEES: (due at time of building permit issuance) $ lo_ o._oo _ $ IZS.o_ n ~ lU PLEASE NOTE THA7IN ADDITtON TO THE ABOVE FEES, THERE WILL BE ADDITfONAL LICENSING AND PERMITTING c~ FEES RE4UIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. Signature of Applicant Date on Engineni/Forms/Review Feas-86ilding PermitAp Rev DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80215 FAX (303) 235•2857 LETTER OF NOTIFICATION FOR PUBLIC iMPROVEMENTS itESTORATION DATED g • /B-°'- Dear Contractor: , ADDRESS W, 44on+ In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Depqrtment, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspedion to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2868. $incerely, . Mic ael Garcia, Development Review Engineer cc: File Files on Enginen}\Development Review/Forms $ form letfers\NotificaTion of PI RestoraTion Rev OS/00 oE WHEAI ti PO ~ APPLICATION FOR MINOR DUMPING/LANDFILL PERMIT ~~GORP~~ ~ APPLICANTS NAME: APPLICANT'S ADDRESS Z//O GYG4 G a'V'0 (Include City, State, Zip) ADDRESS OF FILL: ' J 1.y~ lyls ~'z" 0 2S 2 3~, ~E~ S> DATE OF APPLICATION: 1,4 2- Ali permits shall be applied for through the Public Works Department. An approved permit is effective for a period of one (1) year from date of issue and may be renewed. Ail fees shall be in accordance with those fees established by the Uniform Building Code or other applicable City adopted Resolutions or Ordinances. Note: All public impiovements, when constructed, shal/be malntained (bythe respective indiv/dual(s) and/or company responsib/e for the construction of that public and/or private lmprovement in the respective developmenfJ on a daily basis, or as needed, such fhat they are free of mud and other construction debris trackinq from the site. Faflure to comply with this requ/rement will result in the enforcement of Art/cle ll, Specified Nuisances, Section 15-16 (4) of the City of Wheat Ridge Code of Laws. MINOR EXCAVATION AND FILL PERMITS 1. 1-50 Cubic Yards: No permit is required for dumping or excavation of earth ateriais, which do not exceed 50 cubic yards, provided, however, that any fill deposited is on natural terrain of less than three (3) horizontal to one (1) vertical slope, or such fill is less than three (3) feet in depth and is not intended to support permanent structures, and in addition, such fill or excavation does not obstruct or othervvise adversely affect any drainageway. Should any of the above standards be exceeded, or a drainage way be affected, a permit shail be required under the guidelines for No. 2. 2. 51-500 Cubic Yards: Dumping or excavation of earth materials not exceeding 500 cubic yards may be aliowed with a permii approved by ihe Ciiy Engineer. ,"vii applications are to be submitteci on the apprbpr"IM cbmPleted appricVan yarrn apd " b-e accorffp-affi-ed 6y tfle appropriaTe ~ee and sRefch plan indicating the following information before the permit will be issued. A Location and dimensions of all property boundaries and structures on the site. B Location and extent of areas to be filled and/or excavated. C. Location of existing and proposed drainageways, irrigation ditches, etc., and indication of how and where historic run-off will be maintained on and through the site. D. Cross section area to be filled and/or excavated indicating original slope, new slope and depth of fill. E. Statement which indicates the proposed use or purpose for said fill or excavation. F. Relative elevation of adjacent properties. G. Erosion control plan showing placement of control devices such as hay bales, etc.. Files on Eagiaent\Form\Fill Permit.wpd . 1 Rev. 04/02 3. 501-20,000 Cubic Yards: Operations in which earth material fili or excavation exceeds 500 cubic yards but does not exceed 20,000 cubic yards may be allowed by a permit issued by the City Engineer after review of an application and supporting information. The following information shall be submitted with the required application form: A. A site plan, prepared and signed by a Colorado registered professional engineer, at a scale of no less than1 inch to twenty feet (1:20) which illustra#es the following: 1. Location an dimensions of ali property boundaries and structures on the site. 2. Location and extent of areas to be filled and/or excavated. 3. Location of existing waterways and drainage courses indicating any changes. (for a site containing an established irrigation ditch, a letter of approval from the appropriate ditch company shall be required). 4. Location of existing and proposed points of ingress. 5. Location and extent of existing vegetation, proposed changes in such vegetation and methods of rehabilitation on site vegetation after earthwork operations are complete. 6. Erosion control plan. 7. Grading plan with existirig (dashed lines) and proposed (solid lines) ground contours with contour intervals of 2 feet and spot elevations. 8. At least two cross sections (east to west and north to south) through the site showing depth of fill and/or excavation. 9. A drainage report may be required if site runoff characteristics are changed. 10. Relative elevations of adjacent properties and structures. 11. Statement of purpose of intended fill and/or excavation. 4. Performance Standards: The following provisions shall apply to all Minor Excavation and Fili Permitx A. Rehabilitation: Within thirty(30) days after cessation of filling and/or excauation, rehabilitation for the site shall hay_e been completed in accordance with the approved plans. Rehabilitation shall consist of leveling, grading, landscaping or any combination thereof to minimize potential erosion and be acceptable to the City Engineer. B. Debris: Debris and/or contaminants shall not be used except with the approval of the City Engineer. "For the purpose of this Section, the term debris shall have the same meaning as the terms "garbage, trash orjunk" as defined in the Wheat Ridge Code of Laws, Section 15-4." In no case shall debris or contaminates identified or classified as hazardous waste by local, state or federal agencies be used as fill in any fill areas within the City of Wheat Ridge. C. Excavation andlor fill areas shall be graded to facilitate weed control until final grades are set and site rehabilitation and use occur (must be leveled with side slopes not to exceed 3 to 1). Fllu oaEnginrnt\Fo=m\Yill Pumitwpd 2 Rev. 04/02 5. Permit Fees* 50 cubic yards or less 51 to 100 cubic yards 101 to 1000 cubic yards Ga~ for the first 100 cy ~Brz.v ~x /900 ydS ~ plus for each additional 100 cy or fraction thereof 1001 to 10,000 cubic yards for the first 1000 cubic yards plus, for each additional 1000 cy or fraction thereof 10,000 cubic yards or over *Wheat Ridge Code of Laws Section 5-76. TOTAL $10.00 $15.00 $15.00 v $5.00 $60.00 $4.45 $100.00 All permits shall be applied for prior to fill deposition or excavation operations begin. Any permit applied for after cutting or filling operations on site are in progress shall be subject to a double fee and other penalties as prescribed by Wheat Ridge Code of Laws, Section 26-1004. Any fiil requested under this permit within the 100 year flood zone MUST COMPLY WITH WHEAT RIDGE CODE OF LAWS, SECTION 26-801, FLOOD PLAIN ZONING ORDINANCE. I HEREBY ACKNOWLEDGE THAT THIS APPLICATION IS CORRECT AND UNDERSTAND THAT I CANNOT START THIS PROJECT UNTIL THIS APPLICATION IS APPROVED. I SHALL COMPLY WITH THE LAWS OF THE STATE OF COLORADO AND WITH THE ZONING REGULATIONS AND BUILDING CODE OF THE CITY OF WHEAT RIDGE. ANY VtOLATION OF THE ABOVE TERMS WILL CAUSE IMMEDIATE REVOCATION OF THIS PERMITAND 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: Owner's Signature (if different than above) Files oa EnBnentToimTill Pexmitwpd CITY OF WHEAT RIDGE: City Engineer g /k ~Z- Approval Date Rev. 04/02 IMPROVEMENT LOCATION CERTIFICATE LOT 4 " 8' TURGEON SUBDIVISION AMENDMENT NO. 1 r1ol JEFFERSON COUNTY, COLORADO O0 DESCRIPTION \ LOT 5 LOT 4, TURGEON SUBDIVISION AMENDMENT NO. 1, CITY OF WHEAT RIDGE, v)~ I I~ JEFFERSON COUNTY, COLORADO. \ 10 IMPROVEMENT LOCATION CERTIFICATE I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS , I O~ PREPARED FOR CUSTOM CRAFT HOMES, INC.,THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT AND THAT IT IS NOT Q 0. TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR 50 S 89'11'17 W 124.56' ° OTHER FUTURE IMPROVEMENT LINES. 1- 0 0237 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL, ON THIS DATE, JULY 21, 2005, EXCEPT UTILITY CONNECTIONS, w° I ° ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN; 5:_- ~g O OQ ° ' © m~°, : z THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY ~o 0 2 O~ Ob- O 6~ 5' IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND 1 \ M N 3 ~O ~s THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT ~o N ~s O~ s a 18,8 CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. a' uTiur" \~~8 0 1.8 0 DETENTION EASEMENT POND CANTILEVER EASEMENT po J n t 00 a h ' #4520 N 5' 47.2 5' 0 28.2 ` 06 a° 2-STORY BRICK ~ ` } cy o & FRAME DUPLEX REGISTERED LAND SURVEYOR 38 1' rn~ oc, #4510 r- ° O COLORADO NO. 16837 GARAGE LOT 4 FF=105.97 15 o N 5~ FF=106.02 19.1 o i 14.8e - J M O 50.3' ~5.9Q L~GAL ACTIONOBASED UPON ANY DEFECT INOTH SUSURVEYMW TH N TANY HREE 03 5. co YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY Jz o ^ _ _ Jv 0.6% ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE - - - 164.94 -THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. -X-X-X X-X-%-X-X X-X-X-X-X-X-X-X-X-X _ N 89° 11 17 O 329.883= 1 - ~2 NOTES: _ EXISTING 5' O~ ~0 UTILITY EASEMENT 1. THIS SURVEY DOES NOT INCLUDE A TITLE SEARCH BY THIS SURVEYOR TO 06' LOT 3 LOT 2 DETERMINE: FIGHTM S E~ SUBDIVISION A. OWNERSHIP OF THIS TRACT OR VERIFICATION OF THE DESCRIPTION SHOWN; R-p NING B. THE COMPATIBILITY OF THIS DESCRIPTION WITH THAT OF ADJACENT TRACTS; C. EASEMENTS OR RIGHT-OF-WAYS OF RECORD; LEGEND BUT RELIED ON INFORMATION SUPPLIED BY THE OWNER. SCALE 1 30' INDICATES CONCRETE IMPROVEMENTS 2. 5/8 INCH REBAR WITH CAP STAMPED °LANE ENG SRV 16837" RECOVERED AT POINT SHOWN THUS: • 30 0 15 30 45 -X-X- INDICATES FENCELINE INDICATES MASON BLOCK WALL 3. ELEVATIONS ARE BASED UPON FIELD WORK PERFORMED ON JULY 21, 2005. INDICATES FIRE HYDRANT `~l05 21 INDICATES SPOT ELEVATION PREPARED BY: LANE ENGINEERING SERVICE, INC. 9.40% INDICATES GROUND SLOPE 95 TEL: (303)4233-4042E AXE(303) 233-0796 15 PPROJECT: D F79-216 ILLC 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 The City of Wheat Ridge DATE: 19 March 2007 TO: Accounting Department FROM: Director of Community Development SUBJECT: ESCROW REFUND/RELEASE Reimbursement requested for escrow funds being held for: James Turgeon/4510-4520 Simms Ct. The Landscaping has been completed to the City of Wheat Ridge satisfaction. RELEASE TO: James Turgeon Address: 4520 Simms Court Wheat Ridge, CO 80403 Amount to be refunded: $125.00 Alan White Director of Community Development oy .0~ ~d (D L ~ C) ~ N O C'a r> N > c N W N ~ A G E O ~ NN co a a 0 0 ~ a~U~.y~ . C-r m ~tn U rn d C ~ y o ' N ~ . 'O J J . .tn Q . d. N p i N .0 . . Qa . M.. W O~ Q w a .V .O~ " Ve d O -o {N rL o . : V ~ C 00 o . d> O ' W N ~ Q ~Q a~a p . LL aL o ~w W o ~ . =N~ E ~3: a ~ 1 ~ a~ Oo ~ ~ ~ Q a ~ ' ~ o co ~ . LL U . . N 71 ~ ~L i LJ . ''m 0 o t N - N U ~ V 7 -C " a o O u~ ~ 0 ~y ~ co . _ w~.CLm cu a~ ~ . LLI. ~ . -Za~ y o Q 0 N .Q * ° a a~ > c ~ O ~ y ~ ~ f-- 3 u~c ~ UQ = EL' E 0) = Z z ` "ED ~ O a ~°a_'? O U cn U) w ~ O ~ Q} F- ~ W d O ~ a. z 0 EL ~ U ~ lLI ~ J Q ~ w ~ ~ d d C ~ 7O~ N o 1~ O ~ c R T ~ 3 ~ V ~ L H O: ~ . ~ ~ . d ~ ~ ~G ~ d d. .~Q! C ~ sCS9 gmw F c d v + E ' m~ d ~ 0 4t: L O w c x w ~.1~. ~ . ~ . UJ 0 0 C O a ~ ~ ~ a O z cD - z> > V U OJ ZZ J N N O C N N ti o , = \ U S W O U❑~ \ ~ Date: g- ~~'j - 0s ~ ` A Certificate of Occupancy 1 Completion < has been requested for: > s < ADDRESS: ~ < ~ PURPOSE OF STRUCTURE:_ < ~ Building Department Approval: < - s ~ Remarks: ~ Zoning Approvai: nn.. < < Remarks: ~ ~ ` < Public Works Approval: Remarks: Fire Marshall Approval: (If Applicable) Sanitation District Approval: (If Applicable) ~ Remarks: < Water District Approval: (If Applicable) - g~- zz - o-f Remarks: . ; ~ 11 :3 INSPECTION RECORD 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 (303) 235-285ci ~/nsQectfon Line (303) 2345933 Inspections will not be made unless this card is posted on the building site 24 Hours notice required for inspections Job Address < c-- . 7 j` L I 0i 1~1 z._ ~ t c u Building Permit No. '7'~ Date Issued ~ Type Occupancy OW11er t c F. rC C.i~ 7 Contractor ' t• a' z, r v_ < Contractor Address ' r, r ^ INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE APPROVAL DISAPPROVAL INSPECTOR IN(IIALS COMMENTS: Footings/Caissons Sterrnvall . ` - • . , Reinforcing or Monolithic Weafherproof ! French Drain WatedSewerServiceLines tZ- ls C',J( POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FIOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) RFFu E]ech'ical Service 0 1- Rotigh Electric Rough Plumbing Z. r h 1 L Air Test Gas Piping ~ O ~ Rough Mechanical ---5- O) t . Framing ~3- - 1~ Tl vs c~ ~ng 07 5' Insulation ~ w Drywall screw ll~ vepe- y-T°7 0`-- /Fl rC..li ~ '?4 Fiwu.s e' ri, Bechical -O d •18oS Plumbing Mechanical .~g ;Ai Frame / Mterior Finish e R.O.W & Drainage Fie Department Parking & Landscaping '"*NOTE: ADDIT/ONAL /N SPECTIONS / COMMENTS ON BACK OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT TNIS CARD FROM THE WEATHER w~ 0 w(D w=3 A 0 0 1 W ~ ' O ~ N =r N (D o- (D CD :3 v Q (D ~ ~ 0 ~ A ~ N ~ m t~ 0 ~ a~ r. L 0 Q D a CL ~ N y , 4-i o ~ E c O ~ Z f r (D ° ~ n W = C) r* `y m O ~ N W ~ ITI r C~' N Ci ~ Or 1 O Ny ~ ~ 3 s _ m 0 Z (D y m v ~ Mar 23 05 ❑2:13p John StensCaard [3031280-3817 P•1 FAX TRANSMITTAL ~ Consulting Structural Engineers 5552 E. 117th Circie Thomton, CO 80233 (303) 252-0471 (303)280-3817fax To: C F~h1t~ -OG,t~ i' Fax#: Zt~ t5 7 From: Re: cC.i~T ~ ic - NSzc~ `.;wi rws Date: 7 Z.3 - Z ~tlrln, ttFlAV...`> Ca..J ~S Lr=~~~I-L ~ f~c-7 4 2-f) I E J12 IS, -F! ZCJi 6- I - ~fFlA C' pagxs) loml. Plcnse call (303) 252-0471 ifyou do nut raveivc all pagcs of ifthcy are twt readable. ,r 23 05 02:13p John Stensgaard March 23, 2005 cuervr: CUSTOMCRAPT HOMES Jim Turgeon 706 Elm Court Golden, CO 80401 (303) 279-8049 (303)290-3917 PRpJ 7: RESIDENTIAL DUPIEX 4510 - 4520 Simms Court Wheatridge, CO 80033 S2E Job No:2003046 P•2 Mr. Turgeon, Per your request i have performed a site review of the residential duplex referenced above. Because of requirement to meet a specified insulating "R" value_ The exterior OSB sheathing was substituted with insuiting ridged insulation. The garage areas were sheathing With the OSB as on the drawings. Because of the small e to perform P as I shear wa9 for the aequ~ed la' e aat loadingnterior drywall is adequatIf you have any questions or comments, don't hesitate to contact me. Sincerely /f mSOE Consulting Structural Engineers 5552 E.1171h Circle Thomton, CO 80233 303252.0471 303280.3877 fau www.52E.com John J. Stensgaard, PE President y / r City of Wheat Ridge Planning and Development Department Landscane Escrow Agreement This agreement made this J:Lt day of Q 20 D` by and between the City of Wheat Ridge and R.~1 D-'(1 In the event that landscaping required by Wheat Ridge Code of Laws, 3ection 26-502 and/or as shown on an approved landscape plan is not installed by _ 10 -a.k ° O 5 ,(date) the City of Wheat Ridge or its designee shall have the right to enter upon said property to construct and/or install such improvements or do other such work to accomplish that purpose as may be necessary, provided that the City of Wheat Ridge shall first give notice in writing to the contractor, developer or owner of its intent to do so. If the City of Wheat Ridge exercises its right to perform work of any nature, including labor, materials and use of equipment either by force account or contract, ihe City shall have the absolute right to withdraw the escrow funds to complete said landscape improvements. T'he only precondition to the City's right to withdraw the escrow.funds for this purpose shall be a letter from the Planning and Developmeni Director, stating that the landscape improvements have not been completed or provided and that the compliance date of l'n -~-bcj has expired. Approved and Agreed: ~-G - d , BusinessAddress O -f- Date Title Ci f Wheat Rid e Colorado By: Titl Date: Escrow in the amounf of t ~ a,S ---~DOLLARS 1a~'j `x' ) is being heid until all landscaping improvements aze completed at, NET WEIGHT M LBS LOT N0. G-722 CUTTER TURF TYPE PERENNIAL RYE6RASS - -PURIT`! 97,93% ERMINATION ' 93% fNERT' 2,07% ~HERE GRO~JN OR ~ WEEI' , t~AT~'TESTED 8-~7 ' CRO~' . , NOTICE TO THE BWER: Reatl ihis StatemBAt hefore opening container. Subjept to limitati0ns of liability herein set forih, we warta het the saetls or bulbs sold are as de9cribetl on the contalner, within recognizetl tolerances. Our liabiltty o warrenty is Iimited in amount to the purchase price of the seetls or bulbs. In no evant shall we ao- be liable fo e crop, or for Any bss due to negligence or resulting from the failure, impairment or qualiry of the crop or variauca therein, whethar such bss resulis from breach of Na foregoing wertanry, irom breach of any other provision of the Buyer's contract for the puryose ot sald aaeds or bulbs, or fmm any other cause. Seeds or bulba not §ccaptetl on the basis of the foregoing contlilions of sele must be retumetl within 10 days in original conWiners and the purchase pdce will be refurWed NOTICE OF REOUIRED ARBITRATION UNDER 7HE 'COLORADO SEED ACT, AqTICLE 27 OF TITLE 95, COLORADO REVISED STATUTES, ARBITRATION IS REOUIRED AS A PFiEREQUI517E TO CERTAIN LEGAL ACTIONS, COUMERCLAIMS, OR DEFENSES AGAINS7 A SELLER OF SEED. INFORMATION ABOUT THIS REQUIREMENT MAY BE OBTAINED FROM THE COLOFADO COMMISSIONER OF AGRICULTUFiE. ' ROCKY MOUNTAIN SEED CO. . . . . NET WEIGHT;~{t,% ~ LBS STOCK N0. F-665 CERT. TOUCHDOWN KENTUCKY BLUEGRASS PURITY 99,01% ' GERMINATION 85% , F{VERT 0,89% klHERE GROWN WA WEEDS 0,05% DATE OF TEST 4wb~ - CROP 0,059 NOTIGE TO THE BUVER iiead this siatement before o0ening container. Subject to Iimitations of liability herein set forih, we wartant that the seeds or bulbs sold ere ss describetl on the container, within recognized tolarances. Our liabiliry on this warranry is tlmited in amount to the purchase price oi the 5aeds or Dulbs. In no evant shall we be lieble for the crop, or for any loss dua to negliqance or rasulting from the feilura, impairtnent or quality of the crop or variance lherein, whether such bss results from breach of the foregoirg werranry, irom breach of any oNer provision of the Buyer's contract for the purpose of sold seads or bulbs, or from eny oNer ceuse. Seeds or bulba ~ not accapted on the basis of the foregoing conditions of sale must be retumetl within 10 days in original containers antl the pumhase price will be refunded NOTICFF~~..~~OF REQUIRED ARBITRATION UNDER THE'COLORADO SEED AC7', ARTIC~E 27 OF TITLE 95. COI,plfADO REVISED STATUTES, AR6fTRATION IS FiEDUIRED AS A PHEFiEQl1:?.7f TO CERTAIN LEGAL AOCONS, COUMERCLAIMS, OR DEFENSES AGAINST A SELLEH OF SEED. INFORMATION ABOU7 THIS REbUIREMENT MAV BE OBTAINED FROM THE COLORADO COMMISSIONER OF AGRICULTURE. pOCKY MOUNTAIN SEED CO. serce"z ylo,f3y~ 3y~ Cesz ~ Jannes s. TuaGEow 2 214 ~ ~.~."..4S2b51MM5ET. ~ ~WkfEATRIDGE. 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