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HomeMy WebLinkAbout5320 Newcombe StreetCity of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202001987 PERMIT NO: 202001987 ISSUED: 10/05/2020 JOB ADDRESS: 5320 Newcombe St EXPIRES: 10/05/2021 JOB DESCRIPTION: Replace 40 gallon, 36K BTUs gas water heater in basement *** CONTACTS *** OWNER ( 3 0 3) 2 7 9- 3 3 6 0 DUNKELBERGER MYRON G& GREGG SUB (303)280-5765 LARRY BENAVIDEZ 100318 SQUEAKS SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 11700.00 FEES Hot Water Heater 40.00 Total Valuation 0.00 Use Tax 35.70 ** TOTAL ** 75.70 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � � i City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202001987 PERMIT NO: 202001987 ISSUED: 10/05/2020 JOB ADDRESS: 5320 Newcombe St EXPIRES: 10/05/2021 JOB DESCRIPTION: Replace 40 gallon, 36K BTUs gas water heater in basement 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Online Form Submittal: Water Heater Replacement Permit Ap...-Com... https://wrmail.ci.wheatridge.co.us/owa/#viewmodel=ReadMessageItem&... Online Form Submittal: Water Heater Replacement Permit Application no-reply@ci.wheatridge.co.us Sun 10/4/2020 1:33 PM To:CommDev Permits <Permits@ci.wheatridge.co.us>; Categories: Kim Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a replacement water heater like for like? PROPERTY INFORMATION Property Address Property Owner Name Yes 6—AW1111104M", 0=11 03=1 Gregg Dunkelberger Property Owner Phone 303-279-3360 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email ggdunk@msn.com Address (Leave blank if not known) Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CC Auth.pdf CONTRACTOR INFORMATION 1 of 3 11/09/2020, 9:35 AM Online Form Submittal: Water Heater Replacement Permit Ap... - Com... Contractor Business Name Squeaks Contractor's License 100318 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number 303-280-5765 (enter WITH dashes, eg 303-123-4567) https://wrmail. ei.wheatridge. co.us/owa/#viewm odel=ReadMessageItem &... Contractor Email Address workorder@squeaksservices.com Retype Contractor Email workorder@squeaksservices.com Address DESCRIPTION OF WORK Number of gallons 3 Is the water heater GAS or Gas ELECTRIC? If GAS, enter # of BTUs. If 36,000 electric, enter n/a Where is the water heater basement located (for example, basement, crawlspace, etc)? Project Value (contract value 1700.00 or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and 2 of 3 11/09/2020, 9:35 AM Online Form Submittal: Water Heater Replacement Permit Ap... - Com... to perform the work described above. I attest that everything stated Yes 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 Permit Leah Benavidez https://wrmail. ei.wheatridge. co.us/owa/#viewm odel=ReadMessageItem &... Email not displaying correctly? View it in your browser. 3 of 3 11/09/2020, 9:35 AM A i City of Wheat Ridge Residential Roofing PERMIT - 201704680 PERMIT NO: 201704680 ISSUED: 07/24/2017 JOB ADDRESS: 5320 Newcombe ST EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install GAF TIMBERLINE asphalt shingles with 30 sq *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 5/12 PITCH HOME *** CONTACTS *** OWNER (303)424-9663 DUNKELBERGER MYRON GREG SUB (303)646-9300 Dan Elliott 022311 Assured Roofing Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,000.00 FEES Total Valuation 0.00 Use Tax 399.00 Permit Fee 346.95 r ** TOTAL ** 745.95 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 1* � ® 41 City of Wheat Ridge r Residential Roofing PERMIT - 201704680 PERMIT NO: 201704680 ISSUED: 07/24/2017 JOB ADDRESS: 5320 Newcombe ST EXPIRES: 07/24/2018 JOB DESCRIPTION: Residential Re -roof to install GAF TIMBERLINE asphalt shingles with 30 sq 5/12 PITCH HOME 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 ermrt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per ed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signa ure of O R 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building 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 issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appli . e de or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 11,66 _F Q Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dan Schultz (/j ' / I/ U / (1�7 V/ From: no-reply@ci.wheatridge.co.us Sent: Saturday, July 15, 2017 4:07 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application d 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. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 5320 Newcombe St. , Arvada, CO 80002 Property Owner Name Property Owner Phone Number Property Owner Email Address Greg Dunkelberger 303-424-9663 Contact@assuredroofing.com Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Assured Roofing Contractor's License Aurora Number (for the City of Wheat Ridge) Contractor Phone 3036469300 Number Contractor Email Address Contact@assuredroofing.com Retype Contractor Email Contact@assuredroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing GAF Timberline Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 30 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 30 roofing material for this project Provide additional detail Re -roof 5/12 pitch home here on the description of z work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 19000 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Dan Elliott Email not displaying correctly? View it in your browser. 3 18121 E. Hampden Ave. C-112 Aurora, CO 80013 (0) 303-646-9300 (F) 303-646-0034 Web: WWW.Assuredroofing.com Email: ContacL@AssuredRoofipg.com V1, 800 Homeowner's Name:l Address: _ , 0ec'v.�[ �v� Ae- , 1 t Email & Fax: qq(A o yr l jfAW, L' e!M Decking Sheets: �T� Torch Down: Roof Style: _ Shingle Color: _t -o Home Phone: , /66 � Cell Phone: -,k) Insurance: _}f-fr , (Z(I Ice & Water e i (° n e Tear Off: 44ftue 1-1-gzrr 1 Crkcyalley Type:(. ri '1 Ridge Type: e t Roof Stack/Size:___1 M01_q. Gutters: l�c���' F�=�fel�: Urr r^-�s Base Sheet: (,o3 Pitch: Drip Edge: -r --\)-Cl ILL wft - � Gutter Color: Insurance replacement and repair: Assured Roofing Inc. agrees to work with homeowners insurance company for the replacements and repair for all trades ( roof, gutters, siding, paint, windows etc..) deemed damaged per insurance loss. Assured Roofing Inc will do work on homeowners company's estimate of the replacements cost value (RCV), and homeowners deductable stated on the insurance loss statement. Homeowner agrees to give a copy of their insurance loss statement and authorizes to have Assured Roofing Inc work with homeowners insurance company. Homeowner agrees to have Assured Roofing Inc. to do the work their insurance pays for, Homeowner agrees to pay Assured Roofing Inc. total cost of replacements or repairs (RCV) as deemed by homeowners insurance company, plus deductable, insurance paid supplements,overhead and profit, and any damaged decking not covered by insurance company. Insurance replacement cost value homeowners initials:", Assured Roofing Inc. hereby purpose to furnish labor and materials completed in accordance with contract provisions and specifications for the sum total of: _ _______ When accepted, this becomes a contract subject to all terms, condidtions and exclusions, and can be withdrawn from the company if not signed within (30) days of receipt. Buyers right to cancel: If for any reason authorizing party decides to terminate contract, they may do so within three (3) business days from the date the agreement is signed. Notice to cancel must be in writing and postmarked no later then the (3 rd) business day from the date of the contracts execution. I/Owner have read both sides of this contract and do understand all terms, conditions and exclusions within the contract, and agress thal all details of this contract are satisfactory. I further understand and agree that this contract represents the entire agreement between I/Owner and Assured Roofing Inc aree that any c a ges or alterations to this contract must bei writing and ully executed by both parties. Accepted by I/Owner: I Sales Representive: Date: f, y ",N- /T. __ _ '_ P,,,Jd 1455vlJ AX' 4,3 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: /(i 1.1 � .-�w(-- Permit Number: 70 q6 r22 �) r ❑ No one available for inspection: Time °` AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: ' ` Inspector: _. t /-)`- t r l �- DO NOT REMOVE THIS NOTICE 10 /1 VAD H :Ub AM Seaback hoofing 1, �Ri 1U: 10 PAX 303 237 8429 303 Bent wav o.281 345 2441 P. 004 14002/002 I SPECTION RECORD *INSPECTION LINE: (303) 2345933 tt tl Inspections III not be made unless this card is posted on the building site Cali by :00 PM to receive inspection the following business day. 3 aw 6 INSPEC OR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOuNDAvoN WspscT10Ns DATE INSPECTOR WITIA 8 C04MEH7S: FoofingsM stemwaN / (CET CoOrrate Encased (around ' ReirlforoN or Monolithic Weatherproof /French Drain Sewer Service Lanes waters vica uses Poun NO CDNC UNTILA HAS eEt:NSm,NEa CO NCRETE SLAB FLOOR Electrical ( Undegound) Plumbing (Underground) Meeting (Underground) OD NOTPOURPLODRUMIL A80VE RA8 e8EN N4lED Roues -Sheathing • Lath / wait 8e Mid -Roof Electrical Service .... ... ._ .,..,......_.._:_...._......._. i _ ..... .,.,.----- _.._ ...............,, .. ................ ': ...... ...... ...___....,..,....,.........._ _............._....._ ,.,,.._,.. Rough Electric R ough Plumbing Gas Piping Rough Mechanical A$OYE INSPECYION9 T08E SIGNED PRIOR TO PRO:;Ft:...4 _ ..... ,_.w lam_._.._. ............. Frami � - •- ��td._......___I Insulation .,._ CEIFf'NUeEtlW09#54P "_:..___......., i T "aw Drywo screw Ga o al .._,„AW&-- "..,._... 9 36848— ,.. °....,.,: _.___- _...., __.;__...._._......,.._. _..__ '. W INSPOEM NS FORPLANN;kC inar Firs Qepartmenl. ...:7Pf...... ......._...._..:_.........,473 ..�....��.......�_,,,,,,..�.... R.D.W & Drainage & YONINO, EIRE AND PdaLIC WORKS SNOULO AYLEAST ONE WEEK PRIM TO MUL INSPECTIONS, Paddrlg 8& Landscaping *`NOTE: ALL rTEMSMUSTBEC PLETED AND APPROVED BY PLANNING AND ZOA&G BULLDINGAND PUBLIC WORKS BEFOREA CERMCA7E0FOCCOPANCYig SSUED. &NAL INSPECTION BY THE SUILOING DIVISIONOOES NOTCDNSTt UTCAUTHORIZATION OFA CER77FICAreoF0CCUPANCY NORPERMISSIONFOROCCUPANCY, v^1 MU! . EKMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED P R ^;; ;- RIS CARD, FROM THE WEATHER ' 2010 -06 -22 67:56 SFARACK ROOF 281 345 2441 Page 4 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE I� Inspection Type: n Job Address: 3� Qr t)C�rnn Permit Number: t 1 ❑ No one available for inspection: Time AM�PM� Re- Inspection required: Yes No, When corrections have been made, caff for re- inspection at 303- 234 - 5933 Date: Inspector: DO NOT REMOVE THIS NOTICE ISSUED.: 06/17/2010 EXPIRES: 12/14/2010 wth 30 yr `.Hickory GAF /ELK INSPECTION RECORD Occupancy /Type 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 SIGNED PRIOR TO PRO CITY OF WHEAT RIDGE 06/18/10 8:02 AN cdba _ Tracy LPrank - Weatherproof / French Drain Rough Plumbing Sewer Service Lines Gas Piping Water Service Lines Rough Mechanical YOUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) UO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS - Sheathing - Lath /Wall tie Mid -Roof Electrical Service SIGNED PRIOR TO PRO CITY OF WHEAT RIDGE 06/18/10 8:02 AN cdba _ Tracy LPrank - Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE Framing Insulation - Drywall Screw HILL&WI NU:01100042 ANUUNI FINALS BPSP Reroof 28.66 sqs iwt 258.73 101544 Electrical Permit Fee 162.90 Use Tax - - 95.83 Plumbing Mechanical PAYMENT RECEIVED AMOUNT VS 0310 __ _ _ 258.73 Roof Auth Code: Building Final 036848 TOTAL 258.73 Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. * "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER JUN /18 /2010 /FRI 08:35 AM Seaback Roofing FAX No,281 345 2441 oX" ava nee, " JUN /17/2010/THU 02:14 PM Property Address: PrOPGAY Owner (p Mattin Address: g Addre= (j P. 001 /001 0001/001 )eaback Roofing FAX No-Hl 345 2441 P.001/001 City O WNI heat � = PGrr""16P W C0A4M: D L OPAIl N Building Division 7500 W. 29 Ave -, Wheat Ridge, CO 80033 Ol tce: 303- 235 -2$55 " Fax: 303 - 237 929 fnspection Line: 303 -234 -5933 Facsimile Building PermitApplica6on than property address) Gontnrlor �—lY�(� �- - CnntraLtorLiaense Phone:_ll 1_ Use ofspace ihecri on e (ftlrr i mat aewr un.. 7d i ' ZONrNr? COMMENTS: ' Retfie�v ' PUBLtCVIEOIg¢GOr1MET1TS: »viavrer: . � FICiE DB'A(trtl�6Tf`_ Credit Card P, Print name On RevieW (dua at Mna afsu6miYisU: S ./ ,/�j Sed by Mis pemdf appli©tion am socurate, and da not vialate applicable ordlnan ' Ir Covenants, easamem v m bjcff"s of mmrd; that alt measulminmTs shown, and and agree W ablda by all mndRona arinted on this applfcafian and met 1 assume full ge n Building Code 0.5-C) and all Omar appricable Wnear mdge OMinances, for mr& o. rr PERSONAL R6 ES�E�NT�AT�J V�E �of� (0"IFR TRA SIG"TURE yyh -.- .oate:lol12110 DEPIARTNIWr USE ONLY 17mritim 0 disapproved 0 eo revjsvrequAm Bldg Valuation- credit card listed on flip. Date: 10 Signature: O S ~ 3 a R ('1 S ~ m c m X 0 ~ ~ m N m n N O~ m d~ ~A ~ o o ~ ~ N C o $ f o = A o ~ c ~ w n ~ f n a ~ m 0 ~ O ~ 1 m T ~ r r O< C Z ~ ~ c U O ~ m r m D r v m ~ n .11 v ~ ~ Z ~ ~ O v m ~ ~ o ~ ~ v m c ~ m 3d~ ~ ^ a ~ 3 o a y ~ pO =N+ N N N N t~.~ ~ad J s m m ~ a c Z1S n S ~ m ~ m v ~ ~ a pry N Q ~ m m ° R~a ~ n o ~ v°o0 m a'a m D-DI m ~ mfO ° o ~0 G o w c nm ~ m c Ov g~ m 1° N ~ O 4 2.0 f° a m ~p ~ o ~ A- ~ ~ c v m ° m m ~ m ~ d ~ N a d CI N d O O C ~ A N A O N a l 1 ~ I~1 ~ h~l ~ ~ O O^ l 1 n ~ ~ ~ l 1 ~ DAte: A Certiflcate of Occupancy or Completion has been requested for. PURV08[ Or STRIJCTUR[:~ Building Department Remarks: Zoning Remarks: Public Worlcs Approval: . Remarks: Fire Ma►shall (IT Applicable) Remarks: Sanitation District A (If Applicable) Remarks: Water District Approval: (If Appiicable) Remarks: INSPECTIONS WILL•NOT f3E MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS BUILDING PERMIT N0. _ OWNER Tv~ i' ~ G ~ ?~Z~~ itiaL DATE ISSUED CONTRACTOR SETBACKS fROM PROPERTY LINES: NORTH SOUTH T=YPEOrUPI NCYEAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Ps'L ~-s-G Caissons Reinforcing or Monolithic 7.1 Weatherproofing GF~ 'V"KWt, Pni ia Nn CnrvCRETE UNTIL ABOVE 11AS tSEEN JiUNtu Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) Aci.. ~-Lavq Heating (Ground Work) 5yNQ,F'(t' snv.~~~ DO NOT POUR FLOOR UNTILABOVE F1AS I3EEN JICGNtU Rough Electrical I L A - 6` Rough Plumbing ,Gq ~ Air Test Gas Piping z-2- Rough Heating & Ventilation Framing g' (y'G~ Insulation ~ Drywall Nailing L3~0`F Roofing - 1.5 Refrigeration Electrical Underground Final -~'lS~- t Electrical C' --Oc Plumbing • Ze 1 - ol Heating & Ventilation c( - 1 1~ ~ Frame ~ R.O.W. & Drainage ..p c Fire Department Parking & Landscaping 22 ~4- r-,.__ OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17776 9/27/2004 Property Owner: MELODY HOMES Property Address: 5320 NEWCOMBE ST Contractor License No. : 21948 Company : Greater Western Fence Phone : 466-1831 Phone : 469-8261 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 W heat 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 W heat Ridge Building Code (U.B.CJ and all olher applicable Wheat Rid{J}@ ordinances, for work under this p mit. (OWNER)(CONTRACTOR)SIGNED ~ Y 1 V DATEL Description : INSTALL 6' CEDAR TO W INGS & REAR PROP LvI6 U°/' c_ L BUILDING DEPARTMENT USE ONLY 2oning Commgnts: Approval : TRC Zoning : PRD Buildlrrg Commertts.!: Approval: PuEilic Warks Cammantsc; Approval: Occupancy: Walis OK SIC : Sq. Ft. : Please Note: pwner / contrutor is responsible for locating properry lines and consWCting improvements according to the approved plan and required dovolopment standards. 'fhe City is not responsible for inaccurato information submitted within the plan set and any consuvction ettors resulting from inaccurate information. Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (7) This permit was issued in accordance with the provisions sel forth in yopur application and is subjacl to the laws of the State of Colorado and lo the Zoning Regulations and Building Code of Wheat Ritlge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days from issue date or (8) the building authorizetl is suspended or abandonad for a period of 120 days. (3) If this permit expires, a new parmil may be acquired (or a fee of one-half the amount nortnalty raquired, provided no changes have been or will be made in the original plans and specifcations and any suspension or abantlonment has not ezceeded ona (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full (ees shall be Oaitl for a new Dermit . (4) No work of any manner shall be done ihat will change the naNral Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in atlvance for all insDections and shall recaive wntten apDroval on inspection card before proceediing with successive phases of the job. (6) The issuance o( a permit or the approval of drawings and specifcations shall nat be construed to be a permit for, nor an approval of, any violation of the prowsio build~es br angath@r ordinance, law, rule or regulation. ~ ~ Chief uilding sp ctor Construction Value : $1,196.00 Permit Fee : $58.34 Plan Review Fee : $0.00 Use Tax : $14.35 Total: $72.69 Use : Please sign Terms and Conditions on reverse side of page. COMNUNffY DEVELOPMEMT DEPARTMENT Butlding Pertnit Number. ~^l BWLDING WSPECTION LINE- 303-231-5953 Dale: ~ p CRY OF WXFAT RIDGE 7300 WEST29TMAVENt1E YVHEAT PoDGE. CO 80093 - (3012352855) APPLICATION ProPenYOwner. ,,Ae\o ~Ut'~¢S Propvty Addtess: ~ a6o~: Lk ~vG ConVactor License No.: . Company. Phone: r E~ oWN9YCONTMCIOR 81GW17URE OF IINOBlBTANOWG AND A6REENBR ihereny cenry m.t ere Samaac dsmrces poposen oy mts vermr appknuon ae aau2[e, mM do m[ vkleb eppicabborl6nerwes. niks or ieg Wlbrs af tlie ay aE wheat FStlge ar covenans, eaoamenls ar reshfCYOns d recad: tlhel al measuiemerils shoM. and agegab~ made are acara0e: tlut 1 haw read and agree m edde by se mndmons pmeea on mi, eppbcatim ena un i eseume ma dher a~ppirabb VVtseM Ridga ~Or~nShe encea, ~ ~WBr ~Mre p~e~( (I.U.&C) ad ai Io~nllea+fRACrartk~ y-OA~ (ONMER)I~):P11MFD C _ \ \ ~i L 6 `-1 \ ~l1 ~ . )nstruction Value:$ Pecmit Fee:S Plan Review Fee:$ iice Twx•4 TOL3t:$ d`e.a.r Ar~ Per-Yy ~J oascriation: J. V Sq. Ft arWed C\ T NRJG COLNIENTS:/~ ~fOVBl:~ 70111f~: ~t,0 eviLoiNG ca.wErrrM Approval- 9uC W♦o,t,acs CoAOENis: ^Y(XOVBl: Loancv: Walls: DEPARTMENT USE ONLY RoM: Staies: SIC_ Sq.Ft: C I-------" nI . _ i~ J09 Residential Unils_ Electrical License No: Plumbing license No: Mechanical Lioense No: Company. Company: Company: Expiration Date: Expiration Da6e: FxqreUon Date: Approval: Approval: Approval: (1) ThisramitwasWmieainaaaAenoewannrepouiaa,saatadnnyarappiirationandissueJecteouhe6awsofuiesmteot Coloratb and to Iha Zming RagWetioruand 9u9dhg Cades ot Whmt Ritlpe, Cdaatloaranry olherappicede ordnanoao d the Cily. (z) TTisPennisherexpked(A)llievrorkaWioRaCisnoSCammawedxftinahdy(fi0)daysTromissueda0aor(8)NebriWing aWhoraed is suspeMetl or a6endoned for a Pwiod d 120 deys (3) I( Ihls pertNt exW'see. a new VarffA maY ba ecqLdred fwa faa dano.half IM amoud mmnaYy raqurod. Prwided no rhanpec tieve Eeen awill6e made inMe aiginel Pians and speo6catiansand anY~P~^ arabandammRhasnotaxe0tled one (1) Yea. If d.nges hara haanarff aumpereWn oraDantlonmantexowds ane(7) Year. ful feeashaR EePddfara ne.wPemil- (4) No wak ai arty manner ahatl 6a tlaie Emt rYl chafga Na na4ual11owaFxalarcauainB adreYrege Problarn- (5) Cmfiacla shel naMY Te BuldmB Inspector avevrtri~ (24) haas sn advence iw al i"ecUms aM shal reaerve wrilfen appwal on oispaction nrd belae PFoomdinH wilh suaesdve dam d the lob. (s) The iasuenoe ot e pemit ar Ihe approval of drowings and specWwuons sheu na be mrewetl m be a pertn6 tor, nor an aavrovai a. aorwwauon a m. orovisiorswn,e wnmrke mdm aww aOw artbrance. sW. nAR aFOWmnW. Chief Building Official ET'd bEZB-OS9-E0E 9utpab dEO=ZS b0 80 daS IY0.667 P.C i SEP. 3.2004 4:07PM P LO T P LA N FOR MELODY HOMES INC. LOT ? . BLOCK , 2 SKYLINE ESTq'~$, FILING 3 CITY OF WHEAT RIDG~ COUNTY 01- J FER STA1E OF COLORADO. ADDRESS 5320 NEWCOM FSTR ET ' U.E. z' I I ~eino ~ i I ~ ,..b a 0 il~~lf I„ ~I I ~I 'I -4I J ~ m . x.~ I PLAN ,M ; ~ B5"T ~ cwL ' i i m z cNe i ~ a~' ew ORIVE WAY I ryyp U.E. ~mxrc 1,16 IF 1 I. I I~ , I ~it il I~ I ~ I n I I I - - - -J ,~.s~ ~ L X I xI LOT7~ ~aL ~ 7,92~ Si, ro• L 10' U.E. NEWCOMBE mamu~ v nn war run ~a iar sxo. wc~tax > wxoa. ~fus. Fa no IGCIA~uI ~ itU~C11nY11.pY Ow~F1Vllm q4~A M I 1 afY~a m~1P0~ COYaI ~a~4~W W [ rnwc*w[ Mt m w[ ] MWicS MG W~wfp.1yx nWM~dyWMN[ ~ nIOM MA. PoYiM1m ~MlLs ~ ~ ~ KM aaK~APPMOOfl~ixine~Ona°'~ax~~rwK~ i/R Yu[fV0~61~/.ImM4 T1F ICM10.110x OiI1wG QL~YT011 fVY SLifM4 Mo MVIE mxlp~uCTY~ IIR~ ~0 M[~Q~ql tMi~llal ~~Ak[ I ki T MODEI 1670 RH 2 CnR ELEV. A LOT AREA fSF.) = 7.9z0 AREA (S.f.) . CD R 2]70.8 Aa 29.211 BLDG. MEIGITM 19.75' Aw. m.on HocnT- 1s.75' Ave, F.a- _ ws.9 • Y 4TAGOFR REau1Rm QP 4AMITMY gWER SERNCE $MY.B WDi ~ F pp pANO1ESq.~5~p~~/ 7R-lN. ~ t FOR g ~T pp~ rOY/ FI ~'FlRE MYDRANT E=n~ MEIADY HOMES o. ~ MINIMUM SETBACKS: ' M I la7r SxerpmnHBa% 1-800-922-1987 " 20.0 FRONT: SIDE; 7.5'REAR: 1' DA' t►as tYfxsreR ca anoso rea r d534-6700 m, ~ SIREET SIDE:20•0• RE~ BY r . (aas) we-~mr ~'~(S°8) ~ f~d BE ~TWE N STRUCIURE5:15' : JOE bT'd bEZB-OS9-EOE 9uipaa dbO:ZT b0 80 do5 09/08/2004 07:52 FA% ~ MELODY ISP 11005 RESIDENTIAL SITE CERTIFICATION DATE: ADnUSS: S.3ZQ Nti.dem6 L S7RLGT LOT: _ 7 BLOCK: 2 SUBDIVISION:_S K~L iaE EszATCS N0. ~ The relative elevations at the referenced address were measured at the lot sides and corners, top of foundaHon and other locations es needed. The sides, elevadons and drainage pattems as measured aze in substantisl conformance with the approved grading and erosion control plan for the referenced subdivision. ❑ The lot grading does not conform to tlie approved grading and erosion conuol plan The attached revised ref grading and erosion control plan reflects the existing grading et this site is functionally adequate for this lot and the overall su}idivision. iincerelY, .•.c,.~ ~ r:,; . i~,•. ~ ~ 1F.G.i~ln.d...•. ' 808l V1 IMPROVEMENTN SURVEY ~ Carroll & Lange= DRAINAGE CERTIFICATE \ Prolnnalmul Enpimert 8 Lcne Swveyon 105 Sau1n pnlan BIVQ. SWie i5e IewoOE. COlontlo 00248 (303) 990-0200 ;g+0943L 66.00' N0073'11 "W ET LOT 7 1 eLOCK 2 +o' u E. ~ ~ ~ *}5+ 1 ~ ~ I~ I I I 4- V. I~I{f ~f I~{y~ 14.0 I J o,~. ' w 1 STORY o FRAMEdcBRICK ~ 5320 NEWCOMBE STREET fr =q7? e~ `I$L 1 GF, qs2 `ISL ?n 7• 4°- 1 r ~ a I ~ b I ~ O N I 3j I I ~ I i3''~ . o ~s' ~~6 ~ _ ~ . ~ .t0' U.E. ~ f_ 6.~ 0' S00'13'11 "E BOW ~ ~ I NEWCOMBE STREE7 PLAT SCALE: 1" = 20' Joe No: 3161 DRAWN BY: PH DATE DRAWN: 9-3-04 REHSED ISP: y-oq-Oq REHSED ISP: RECRADE: L LD • =FOUNO p5 REBAR Wlhi PLASTIC CAP O=FOUND NAIL k DISK C-PROPERTY LINE BOW=BACK OF WALK I[=FLOW UNE O =peoesrqL j -SERVICE {}:LIGHT POLE PROPOSED TG13-46.6 AS-BUILT TCB- 46.5 I 0 10 20 M rmnM. m[ M.at axotECmMS a mun ~caoaa rrtowam er mu MDfil 1RL NOt EOKII S~µ. OML1Q GYIS[0 AS A KMT OF bINKES YIiOE M 7NE FlMNIEO ORADICIL IWIDIVIVAE. Ir 5 ~ ' ~ c[IIn/[o er mC aMhEl9p BY BUIlOp1 BEARINGS ARE BASED ON THE E9$S~ UNE OF LOTL, BLOCK 2__,OF THE RECORDED PLAT SKYLIN E TAT s Fu wc tin t BEARING. N0093'11'W . WITH MONUMENTS AS SHO'NN HEREON, THIS CERTIFIES TkAT 7HE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THfS 2dIl._ DAY OF SEPT. ,2o°4 , OF THE PROPERTY DESCRIBED AS: LOT 7, BLOCK 2, FLOOD INFORMATION: SKYUNE ESTA7ES PILING N0. 3, niis aROaEarr ues wIn+iN zoNe C. oesicNnrEO ns CITY OF WHEAT RIDGE, AREAS OF IAINIMAL FLOODING, ACCORDINC TO FEDERAL COUNTY' OF JEFFERSON, EAIERCENCY MANACEMENT ACENCY FL000 INSURANCE RATE MAP, COMMUNITY PANEL N0. 085079-0005 C, STATE OF COLORADO . RENSED.FFB:'d"YBd.6. (SKriINE ESTAiES FLG. NO 3) AND 7HAT THE LOCATION AND OIMENSIONSOF ALL BUILpING IMPROVEMENT$, EA TS-OP-WqY IN EVIDENCE OR KNOWN TO ME ANO ENCROACHMENTS:BY OR ON iHE PRE Y SHOWN. : c BY: pATE: . ~ ~ RECER?IFlEp .9Y:~. • DATE: THIS SURVEY DOES NOT ADDRE55 EASENENiS O1HER IHAN 1HOSE SHONN OH iHE RECqtDFD PIAT NOiED HEREDIY EIO ARE~C'~b~M'9.l~ylf WAS PRONDED t0 1HE SUR`hYOR, NO~IICE: ACCMdNC TO CMOpApO LnW Yql MUST W WQI~ ,WT IECAL Atllp! BASED UOqV ANY p6[[t IN TNS SLNKY'Mt~NN iiwR v[ARS NIER 1q1 FIRSi OiSCOVEPFD SUp, Df'E[T. iH NO [4ENt MAY IJIY ACTpI BASEU IIPON ,WY OE3'ECf IN Mi5 SUp\[y g( CpyMENCED Nd1E TNAN 1FN 1EAq5 i'POU TME DA1E Of ME CENniILAiiW SMpyM HEHEON. OLO(A dST znmaw ~ YVd CC:/0 4nO7/4!1/RO 9/08/2004 08:00 FAA . ~ 4 MELODY ISP 1 l~ Cp ~ J-- ~ c ~n > ~ , ,.N U006 w~ oS w~ N:3 w0 A p ~ W (D W n W O 7 N 3 < m a' m =3 v a m ~ d 0 ~ 0 ~ 0 ~ C- 0 a a a N N n ~0, Mi ~D 0 e-f ~ r! r~~ ~ c~D n 0 53 N ~ '0 C m Z 0 O Wcnm w(1) m • r o ~ O vm ~ v o m ' .c o=r ~ N 7 w0 Ap ~ ~ W n • O 7 ~ N ~ =r ` N ~ Q N CD :3 m a CD 0 d 0 'm ~ y 'O (D ~ 0 3 w ti b C- 0 Q a a N w - rn n 0 ~ C 0 ID Z 0 n W v r+ _ cn m O w ~ m ~ • o ~ r O Z c~n fA ~ 0 o m , Z (7 y --I M o v ~ m M "4 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17253 BUILDING INSPECTION LINE -(303-234-5933) Date : 6/21/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address : 5320 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $138,753.00 I hereby certify that the setback distances proposed by this permit application are accurate, and P@ffTlit F8B : $1,575.87 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and allegations covenants Plan Review Fee : $100.00 , made are acwrafe; that I have read and agree to abide by all conditions printed on this Use Tax : ,665.04 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable W heat Ridge dinances, for work under this permit. ~ Q Total: $3,340.91 fylL DATE(P-Z3-Oq L~/1 P ( . L S- (OWNER)(CONTRACTOR) SIGNED g Use Description : 1670 A- W/ OPT. MASTER BATH, 8X10 PATIO, AIR CONDITIONING: 3 TON ~ please 7401 BUILDING DEPARTMENT USapNIt'Fw"Cl°r ~s rt f a( cordin8t° ~ tructia~ zntstandards. VkM Zoning domments: dri and r Sq. Ft e informauo City is not respll ;t~r,stcuctioa Approval : TRC ~ d within ,;:~,a:ion• Zoning: PRD ~b~rs resultingirolll I'l - BuiJding.C,c~timents:? NOTE: MASTER FOUNDATION PLANS STAMPED BY TWO Approval: CR ENGINEERS. Pubtic Work$ ~ommants.' OK. 619104. SEE AT7ACHED SHEETS Approval : DFB Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : 21284 Plumbing License No :19354 Mechanical License No : 17790 Company :Thunder Ridge Electric Company :Millwood Plumbing & Company : Four Seasons Heating Co. Heating Expiration Date : 5/30/2005 Expiration Date : 2/28/2005 Expiration Date : 5/25/2005 Approval : OKIKS Approval : OKIKS Approval : OKIKS (1) This permit was issued in accordance with the provisions set /oAh in yopur application and is subject to the laws of the State ot Colorado and lo the Zoning Regulations and Building Cotle of W heat Ridge, Cobrado or any olher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced wilhin sixty (60) days from issue tlale or (B) the building authorized is suspended or abantloned for a period of 120 days. (3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normalry raquired, provided no changes have been or will be made in the original plans and specifcations and any suspension or abanaonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naturdl Flow of water causing a tlrainage problem. (5) Contrador shali notify the Building Inspedor hventy-four (24) hours in advance for all inspections and shall receive wririen approval on inspeclion card before proceedlin9 with successive phases of 'ob. (6) The issuance of a p it or th proval of dra s and specifcations shall not be construed to be a permit for, nor an approval of, any violation oF the provisions of tbeu' ing es or an inance, law, rule or regulation. / Chi Building Inspector Please sign Terms and Conditions on reverse side of page. Q w,E~ j COMMUNITY bEVELOPMENT AEPARTMENT ~ s BUII.DING TNSPECTTON LTNE - 303-234-5933 CITY bF WIiEAT RIDGE 7500 WPST 27fH pVENIlE WHEAT RIDGE, CO 80033 -(303-Z35-2855) a H~r r~e ~s, Property Owner: m-e- Property Address: 5~ Conaactor License No.: ConVanY11 ~/y~ 1Q. 0WTEP20NTAw(,7pR S1CNwTUQE 1 hcrtby tav(y that IAe aetbxk aisnnca yrapoaeA hy Ihis p arW dpnpt viWcu applicabk ordinmccs, ruks m rtguLtions caverun u, usmnenn a.esvietions mraard: that aII muun nude ars accuralr, that I h.ve read and aWez m abiae 6y: appNalim and that ) usume Potl rn}entibiliry fw eon* 9uitdingCOde (U.B.C] and all aher appiicabk wlraa~,Ridg m~ ~;t. i Building Permit Number. bau: Phone'-16D~3 -q G,() - . Phone:, t4Q)F'i g,`~j ~ Consvuciion Value;$40-,5$3.c( ~raxCinorwnat wagw permitFee:$ ~575• nrnlsjhawn.sndafkgationa a woeirions w;.+~e a., n.:s ~ 00 Plan Review Fec:$ A11Ce with NC WIICLt RidBC orain~, r« wwx ~~eR Use Tax:$ _ 1~ / , Total:$ „..vry'..v...v v un~L v (0`x'NERNLUKfRACfOR):PRI ATE ~sa . ~ c~ DESCRIPTIOlY: t.`o-7 O (H - ~j Op-, a~-~,~ OCL,-, t 5~rtL~~ , $xcO pc,.-t~.:: , G-~,t 3.0 4c" BUILDt1YG DBPARTMENT USE ONLY SfiC: Sq.F[.: ZONIMO COMMlNri: . Approval: Zoning: ~ . suiwINa co.v.enra: Z4 Approval: . ~ vowc wonxa coMMaKr:: Approvet: p,e, Al-1-161 .yrm-c~ Ssf8~375 Occupancy: Walls: Roo£ Stories; Resideneal Units: Elxtrieal Licrnse No: ~J Pluqthing License No: MS~ Muhanical Licease No: I77q U Company: mt~,UhxZ7ck CuirypanY- pFL,• JIdQG'yt.0 Exp'vation Date: Ecpirauon Date: Exp"uatiou Daa: Approval: ApPraval: AAProVyI: (1) 7Lispbnwv.~ issualaauaNr.ttwnhAeprowiumsmb.Nniyowappticatie.+.d'uwbjaci WQm NwaddeSe¢afColaadoWmdrc2o.:eg ResoWiom ana Bwbieg Coda o(WAo Ridye. Cda.dn or,ey an«yp4,66 oid'm+nces of tLe eSn. (I) naPsss-kIn.e9.*' ucNlbt•~t..d-12ais eoI~eaVlsuswi(60)mnDons ummkw4s) dscbWwitg,udsaiua~supeoace« .e..daaea w, pc.;oe c(im mya 13) If ibis pem.:i~ix.1upires. > iKV. yami~ wr Le wquiNd fa a fa~ of o~s-half JK+nwom eav~ull> >aquired, yro.idM no clunga Wve bem m rill Le mab, M dli plp.~. P~11Ed ~f(~1q11~ Yld YY S1qp[NIOO 01 ~IO~YOPI ~JE 941 Gcetdfd 011[ )'m. I~CbNjLi ~YK bem O! 1~ 6~C9~e1M~ OI ~bwdonment c.~aad. aee (I) yqr. Ntl fas Au6 hepW fa ~ Rcr pmvit (n) I:o wak Mrry mamw We➢s iwa aM ~ ss..ye Yie awual ikw d+ttn e+usit~ ~aa~~e probinn. (5) Cmr+enr ad+tl m0y tlie &nldin{ Inyeen twee0`!ur (N) Mma io Wv+noe fa A mspn6oes uM ah.tl +neive Wriwea WM.~ on 7nspen:w er! (6) ilKiwwne A ~aa6ey6 ~dr~rMt~aedapadfieaYamdotl~hm.utruNb6eapn.na far.eauµy.e.alN,anyvia66aaMdu pavisio YiHinB m~ (~d.wncr. W. rvk a xp60w. Ch3Cf ildinjlIISpCCIO[ zo•d u:si tiooz 6i JckJ zsszs2a~WXpi md 'a 9NznW]d Residential Worksheet (SF/Duplex) Cox ' ~ 25~ Submittal requirements: Copy of Deed 1?r Site Plan (to scale) ~ Elevations ~ Address: 532p Zoning: Fl~D Use: ~S Property in the flood plain? l`11 Lot Size: '7520 sq. ft. Lot Width: (olo ft. Maximum Lot Coverage: _ 4 o % 31ko8 sq. ft. Proposed Improvements: House: 2Z.~• 11= sq. ft. Addition to House: sq. ft. *Shed: S9. ft. Detached Garage: S4 ft• Proposed Lot Coverage: (Total) `C& % Existing Improvement(s): House: 54• ff• Shed: S9• ft. Detached Gazage: sq. ft. Other: 59• ft• ZZ.9~ .lb Sq. ft. Required Setbacks: FR ~ S,' % S,- ~ R Provided Setbacks: FR ZS S tq' S l2' S R 7--J Maximum Height: 35 ft, Maximum Size: 3k 66 S4. ft• Proposed Height: fr• Proposed Size: ZZ~O' ~ V sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all ases other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access fot [wo or more lots. In cesidential zone disVicts, cucb cuts shall be at least 10 feet and not moce than 24 feet in width. One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measuced from the interior edges. Fox all uses, one access point per properry is permitted. *Metal sheds in excess of 120 s.f. not allowed. Landscauine Notes For one-and two-family dwellings, one tree for every 70 fee[ of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Stree[ trees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUILDING PERMTT APPLICATION Date: - 2_3 -44 - cQ a Phone # 303 ' q66- 1 l Applicant: .e /Jcr.~~ Location of Construction: S320 Purpose of Construction: 5..~~cE F.r.•-~~~~ ,~s~D~~E Bu ilding Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES DevelopmentReviewProcessingFee: $100.00 $ /00.4~0 (for doc:ument processing) Single Family Residence Review Fee: $50.00 $ 60.00 (for review of applicable technical docaments) CommerciaVMulli-Fantily ReNiew Fee: .(for review of existing technical documems) $100.00 E •(for review of technical documents for construction in 0 $ Rightof-Way, Final Drainage Report, and Erosion Convol Plan) E500.0 CDOT Access Pemut Fee: E 100.00 $ (for documem appliqtion and processing) Traffic Impact Study Review Fee: $100.00 $ (for document review and processing) Flood Plain Vaziance Review Fee: kfor document review and pcoe:cssinK) Class I Application: $300.00 S Class I Publication/Notice N/A Class Il Application $750.00 S Class II Publication/Notice 00 S TOTAL REVIEW FEES (due at time ofbuilding permit issuance): $ /So. 00 PLEASE N07E TNAT IN ADDITTON TO THE ABOVE FEES, TI-IERE WII-L BE ADDI770NAL LICENSING AND pERMITTING FEES REQ[JD2ED FOR CONSTRUCTION OF IIviPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicsnt _ Date Co -7_ ILO~L Rc Ob03 oF T DEPARTJNENT OF PUBLIC WORKS ~ : BU1LDlNG PERMIT APPLICATION REVIEW Date: coL o R ?I Location: S3ZO /1~CCcJCO.r~B~ ST.~'E~T Atientioo: Building Departmeut 1 have reviewed the attached materials submitted in application for approvai of a 51N6G6 Fi4H/L5f iLES/DE,V~c at the above refaenced address. Pleax note the summary comments bclow. 1. ✓ Bourdary Closwe: _ OK _ NW OK; rcfer to stipulations. 2. ✓ Drainage: a. Drainage plan and report needed _ b. Drainage plan na neoded c. Lot drainagdgading to be reviewed by Building Division ✓ d. Site drainagdgrading provisions have been reviewed azd are: Iroz o vt-&~o7-D ✓ OK Na OK; refu to stipulations. 3. ✓ NPDES Pernut Required: _ Yes ✓ No 4. ✓ Pubtic Improvements: a. stroct paving nreded: Yes ✓ No b. curb and gutter neoded: Yes ✓ No c. sidewalk needed: Yes ✓ No d. sval lights needed: Yes No C. storm sewer naded: Yes ✓ No f. k[ter of credit requ'ved: _ Ya ✓ No If a tetter ot credit is required, for what improvements? Amount of letter of aedit: N/ot 5. ✓ Subdivision Agrament requ'ved: Yes No 6. Development Covenant required: _ Yes _ No If Ya, for 7. ✓ Traffic impact analysis and report roquired: Yes No 8. State Highwry Accus Pemtit needed: Yes y/ No 9. ✓ Ntw roadway or alley R.O.W. dedicaaon rocommended: _ Yes ✓ No If yes, what is recomenended7 10. ✓ All existing dedicated roadways/alleys meet the standards of the Ciry: ✓ Yes _ No If ra, which do ra1 ard what is requcsted: ^ l/A 11. ✓ APPROVAL: 7he Public VVorlcs Department has reviewed this request and hereby gives iu approvsl, subjea a thc above andla atuchod stipulations. G~`P~o~~ Signafure David F. Brossman, P.L.S. Dare 12. '`14 NO APPROVAL: 7'he Public Works Departmcm has rcviewed this request and does nd give its approval for the ieasons stated: Signaturt David F. Brossman, P.L.S. Dnte 13. ✓ Sti abonc attachod: ✓ Yes No CsRA-Di.vli GE.~T~FicifTlOnl LET/E.~ FRoM E. p~ 2EquP,e4'012 14. ✓ Sumnwry Cortuoents: Any damaee W thc ezistine Public Imorovemrnts u a result o( this construction is to be rewirod a mea Citv standuds bv ttrc Pvmit Aoolicant orior to the issuance of the Catificate of Occuoancr. A Drrinaee Catification Lett« is reauired orior to [he issuance of the Catificau ot Occuvancv. DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LET'I'ER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 61910"v ADDRESS 532o ~d~a•~-r3F 57~e~ Deaz Contractor: In conjunction with the approval of the building pemvt application for the above referenced address, this letter is to inform you that al] 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 Deparcment, and prior to the issuance of a Certificate of Occupancy. Prior to any consuvcuon commencing, the City's representative will conduct an onsite inspection to determine the existing condiUOn(s) of the public improvements at this address. If you have any quesaons, please contact me at 303-235-2864. Sincerely, A2,..X0 A'-".'~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4103 P LO T P LA N FOR W) MELODY HOMES INC. LOT 7 , BLOCK 2 SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5320 NEWCOMBE STREET i oi vv uu yy ivl,„ I, I,ovuiv ut: Ev u .00 44.1o NO0° 13 1 1 W 6.00 43.3 ' U.E. 1 ' U.E. [_SETBACK BK~o I. I ~ I pAt1D 12.5 F F I I ~Q I I ~ 19.5' ---20.0' 1 I ~ I I 3~.5'OV ~ I 44.1 1 1 TOG = 45.9 1 100 44.q ~ ~ Y I TOF = 48.8 I 14.0' I PLAN I 670 I I a~ ~ i I N I i i o BSMT °~i CfZAWL a C:) o~ I~ I ~ 9 I I I I I 6.5' I 20_0_ I ttou~ I L' I( I w > > I _ ~ POR 7 I ~ ~ I I~ ~ I 16 ~ 12_4 - -1 ~ I I I I I ~ I ~ coI CO I~n ~N N 2 CAR RI NT I~ I ~ O I I I DRIVE WAY i ras.s O I ~ ~ 20.7' I I J I ~I 125' IL -01 m- I N * LOT7J L ~ 920 sf. 7 " . , ,a L 427 10' U.E. 00 43•04 NO0° 1 1 1 W 6 .00 42•18 f NEWCOMBE STREET f.FUFFm unlEc 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF VANOOW WELLS. FOR MEIR LOCATION SEE STRUCNRAL ENGINEERED PLANS. 2. DINENSIONS SHOWN AROUNO THE PERIMETER OF THE STRUCTURE ARE i0 THE E%TERIOR fOUNDATION CORNERS. 3. PRONOE AND MAINTAIN POSITIVE ORAINAGE AWAY FROM ALL FOUNDATION WALLS PER WARRNNTY REQUIREMENTS. (0.5R MINIMUM SLOPE FOR CONCREIE PANSJ THIS PLOT PLAN SMOWS PROPOSED IMPROYEMENTS ONLY. FINAL CONSTflUCPON MAY VRRY. 5. fOR WESTIONS RECARDING iHE FOUNDATON DURING E%CAVAl10N, FORM SETTINC, ANO HOUSE CONSTRUC➢ON REFER TO THE ENGINEERED FOUNDAPON PLANS. INFO STAKE: MODEL 1670 RH 2 CAR ELEV. A LOT AREA (S.F.) = 7,920 HOUSE AREA (S.F.) = 2310.6 COVERAGE= 29.2% BLDG. HEIGHT= 19.75' AVG. BIDG. HEIGHT= 14.75' AVG. F.G.= H S,9 & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LtUuvu: ULJUTILITY PEDESTALS o Z CHECK FORMS BEFORE POURING WATER SERVICE (E=PROPERTY LINE N W - 48 HOUR NOTICE REQUIRED SQ SANITARY SEWER SERVICE BOW=BACK OF WALK W Z ° 2' STAGGER REQUIRED LIGHT POLE FOW=FRONT OF WALK 00 [_=FLOW LINE ~ z o ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL aFIRE HYDRANT -`-"-"-SETBACK 409 LOT COVERAGE FOR RANCHES EASEMENT MINIMUM SETBACKS: 1"=20• Q)MELODY HOMES INC. CALL UTILITY NOTIFICATION CENTEN Of COLORADO 0' FRONT: 20 SCALE: f f031 SHER/DAN BLVD 1-800-922-1987 . 10, SIDE 7 5'REAR DATE:05-12-04 . iN unno O"534-6700 .„„Eq . : : - REV: WESTM7NSTER C0. 80020 STREET SIDE:20.0' gy: BMA PXONE: (303) 466-1831 °"xx:w~o M I N I M U M ' JOB NO: SKY3 FAX: (303) 466-2968 BETWEEN STRUCTURES:15 I U ~!1 . 71 1.' 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' ~ z~ it o a ~ ~ ~ ~ Ilt.sl I I ~ Iie _ J __A[I_ I I ~ Y ~ j I f I Po ° ~ rvw 1 ov J~ R z I L~ t, . 00'OLI~'~cw.v BY94.6B n : • er Z S F ~ ~ O~ Ob ~ ~ 1 v I F~ J ~ I : b I Om m0 a _ 2 Iy i i ( ~ . ,00'OZl . . e e a f c G n u n n f < Infornia~tion romEff .ToBuildOn Engineerlng • Conau/ting • 7estlng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevard Westminster, Colorado 80020 Job No. 532-35120 Subject: Sumsnary Report of the Geotechnical Evaluation for 5320 Newcombe Street,,:Lot 7, Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to Sweliing Soiis for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publicafion 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (PSI) has completed a geotectmical evaluation for a portion of the subject subdivision that includes the subject lot: T'his letter summarizes the data gathered and our recommendations contained in the referenced report for the subject residence. This summary is intended to provide information for the Homeowner and should not be used for construction or foundation engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring neaz the anticipated center of the subject residence. The boring was advanced to a total depth of 20 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS T'he soils encountered in the boring drilled on the subject lot generally consisted of 20 feet of overburden soils consisting of fill and gravelly sand. Bedrock was not encountered below the existing grade at the time of drilling. Groundwater was not encountered below the grade existing at the boring location when checked at and/or subsequent to the time of drilling. EXPANSIVE SOILSBEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Protessional Service Industries, Ina • 4765 Independence Sheet • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 7, Block 2 FOUNDATION RECOMMENDATIONS Job No. 532-35120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addirion, a void box or air space is constructed below the grade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range area are commonly conshvcted as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subswface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occur, the potential amount of slab movement, and whether the potential movement will result in unacceptable performance. A slab performance risk evaluation as described in Exhibit A is typically used to provide such an assessment. Structurally supported floors should be used in all non-basement finished living areas in the proposed residence. Structurally supported floors aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-Qrade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below are closely followed. This discussion assumes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally conshucted as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March I, 2004 Lot 7, Block 2 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of heauing or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should ciosely follow the precautions listed below for al] slab-on-grade construction. These details will not reduce the amount of slab movement, but are intended to reduce potenrial datnage should heaving of the supporting subgrade take place. It should be noted that significant swelling of expansive soils can occur, even with a small increase in moisture content, and some increase in moisture content is inevitable as a result of development and associated landscaping. However, extreme moisture content increases can be largely controlled by proper and responsible homeowner maintenance and 'urigation practices. 1. Slabs should be separated from all exterior walls, column posts, interior bearing members and utility lines to allow independent vertical movement of the slab (i.e., conshuct a"floating" slab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that aze placed on the slab. In finished areas, ail fiirring strips, drywal] and paneling should stop at least 3 inches from the top of the slab. The void space can be covered with a molding strip. Doorways and stauwells should also be designed for this movement. Recommended construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the parrition void space recommended above. These void spaces are not intended to anticipate total potential slab moverraent. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnica] engineer when considering patio and /or porch nnprovements. 5. Isolation of garage door tracks and door jambs from the garage slab should be maintained by the homeowner throughout the life of the structure. DRAIN SYSTEM An individual perimeter foundation drain system has been recommended around all basements and below grade habitable floor space. The drain should discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 7, Block 2 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should dischazge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space areas to help control humidity in the crawl space and living azeas above. The use of black heavy gauge po]yethylene sheeting as a ground cover and attached to the foundation walls is recommended as the moisture barrier. A minimum overlap of three feet is recommended for unbonded polyethylene sheets. The crawl space ground cover should be kept free of organic material and debris during and after construction. LANDSCAPING, SURFACE DRAINAGE, AND IRRIGATION Proper maintenance of the areas surrounding the foundation can affect performance of the sriucture. Our experience has shown that if the Homeowner properly maintains the items sununarized below, wetting of the foundation soils can be reduced and thereby decrease the risk of future problems with the structure. 1. The backfill should have a posirive slope away from the foundation walls on all sides. The grade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low azeas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish posirive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation walls. The use of long downspout extensions instead of splash blocks is recommended. Downspout extensions should not be buried in such a manner that the outlet is obstructed in any way. If downspout extensions aze buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any unpervious material, be placed beneath sill cocks and extend at least 3 feet horizontaliy from the foundation wall. 3. Particulaz caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 7, Block 2 Job No.532-35120 Mazch 1, 2004 Page 5 of 5 4. Installation of decorative landscaped azeas such as gravel, bazk, wood mulch, etc. is advocated as an alternative to planting next to foundations and exterior slabs. These areas should be underlain with polyethylene or geotextile fabric. To reduce water infiltraUon, the slopes recommended above must be maintained. The edge of decorative areas should be conshucted above the adjacent lawn or ground surFace, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decora6ve installation. 5. Sprinkler system water lines should not be installed next to foundation walls. If a sprinkler system is installed, the sprinkler heads should be placed so that the spray from the heads does not fall within five feet of the foundarion walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. Lawn irrigarion should be limited to only the amount necessary to maintain normal growth. Excessive watering must be avoided. 6. Swales and drainage routes established during site development and final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that are summarized herein were made prior to start of construction of the subject residence. It is possible that subsurface conditions may be encountered at the time of conshuction that are different from those anticipated at the time of this writing. If significantly different subsurface conditions are encountered at the time of construction, the type of foundation and/or basement floar system to be constructed may change. If foundation or floor system recommendations change, the Builder should notify you of the change. SUMMARY This letter is only a suminary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. I Ryan Lepro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details For Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or near the ground surface throughout most of the Denver metropolitan area. There are risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construction techniques. While the risk of damage cannot be eliminated, the home building industry has developed effective methods to mitigate damage. The detemunation as to whether slab-on-grade construcfion can or should be used for a particular application requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the potential movement will result in unacceptable slab performance. What constitutes unacceptable slab performance is subjective, and includes consideration of the amount of total slab movement, differential slab movement, and cracking that occurs as a result of differential slab movement. The performance of a slab-on-grade depends upon the interaction of many factors, many of which cannot be accurately Inown or predicted. These factors include details of the slab construction as well as the behavior of the soil and /or bedrock material that underlie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numerous factors including geologic structure, the ]oca] and regional soil and bedrock profile and iYs vaziability, material types below the slab, engineering properties of materials below the slab, existing stress state, density and moisture content of materials below the slab, swell and/or suction potential of the soil and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and location of neazby surface water sources, type and configuration of basement, tolerable movement for intended use, performance history and experience in the area, surface topography, previous and future grading, surface and subsurface drainage, site landscaping, imgation and vegetation. Assessment of future slab-on-grade performance involves consideration of all the above factors. Due to the complex interaction of all these factors, such an assessment is necessarily subjective, and requires considerable experience and judgment on the part of the geotechnical engineer. Such an assessment is referred to as a"slab performance risk evaluation" (SPRE). Slab performance risk evaluafion is an engineering judgment that is used as a predictor of the general magnitude of potential slab-on-grade heave, and the risk of poor slab-on-grade performance. Although the results of laboratory swell testing to determine the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of swell testing performed on a given lot or subdivision alone aze only an indicator of how an expansive soil may behave, and used alone are not sufficient to effectively assess future slab-on- grade performance. Unfortunately a lazge percentage of people tend to focus solely on the results of laboratory testing when evaluating the risk of expansive soils in their home buying decisions. Professional Service lndustiies. Inc. Paee 1 of 3 March 1, 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Associarion of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE aze reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representative'" Percent Swell 1000 sf Surchaz e) Low 0 to<3 0 to<2 Modente 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Ve Hi h >8 >6 *NOTE: The representative percent swell values presented in the above table aze not necessarily measuted values; rather, they are a judgment of the overall swell of the soil and bedrock profile likely to influence slab performance. Representative swell can be thought of as the range of swell percentage which, in the opinion of the engineer, best represents the swelling chazacteristics of the soils and bedrock within the anricipated zone of moisture content increase (often referred to as the depth of wetting) below foundation excavation depths when considering ail of the above factors. A cunent design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work constructed in areas with expansive soils will occur over time regardless of the performance risk category judged to be representative of a given site or azea. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies correlating perceived slab performance risk with actual performance data have been performed to date in the Denver metro azea for numerous reasons, including insufficient and inaccessible repair and maintenance records as well as inability to survey the condition of existing occupied homes. However, the results of studies that have been performed recenfly in the Denver metro area have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/< inch, a maximum crack width of'/< inch, and a mazximum differential eleva6on across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service ]ndustries. Inc. Page 2 of 3 Marcli 1, 2004 Basement Floor Slab Performance ao = 60 ~ cc 50 x -c 40 W ,n u -0 30 H 3 0 _ 20 = Q 10 o N 0 = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, are generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilation and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Structural floors do not constitute a perfect option and in many cases are not the best option. Based upon the combined experience of it's members, CAGE advocates the use of structurally supported basement floors on sites where the slab performance risk is categorized as high or very high. Some homebuilders subscribe to this methodology and their standard practice is to use slab-on-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In construcfion of residential structures, the risks associated with swelling soils and bedrock can be mitigated, but not eliminated, by careful design and construction procedures. The home building industry has developed design and construction methods which have reduced frequency of slab-on- grade and foundation distress over the past 10 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction tecluiology within practical, cost effective limits. Professional Seiwice lndustries., lnc Paee ; of 3 March 1, 2004 ~ Spike as required Partition I 1 for stability ; Molding, nail ` at bottom only ~I void Space ~ ~ Drilled hole Concrete slab Wood 2 x 4, nail to slab =F-ZS.-9 Infornzaation VOID SPACE DETAIL FOR ToBuild On PARTITIONS ON SLABS nsultlng • TesHng EXHIBIT B 19' 13'-4" 2x6 PLATE W/MIN. 8~~ 4'-0" 2-1 /2"~b ANCHOR 5" MIN. BOLTS TO BUTTRESS. 39'-6" 19'-4» 20'-2>' 7'-10" 3'-6" 8'-10,. TOP AND BOT. CONT. REINF. - - 6~-0" 1 1 /2" CLEAR 3'-10", 2-#4 X ~ ° AS SHOWN. BU~TTRES~S T OPTIONAL 1 EAC~ CE FOR BEAM. 1'-6" ~ o PATIO PATIO SEE SECTION 1 ON SHEET S-2 2-#4 X CO FOR VERTICAL AND HORIZONTAL C° o 2 ~ ~ WALL REINFORCING, IF REQUIRED. ~ o CONCRETE HAUNCH AT STOOP ONLY. I„I,J ~ N j F- `n z o°o #4 X N DOWELS ~ 8" O.C. ~ 10" STEP BOT. OF ~ ~ FDN. 4'-0°t M Q w > ALTERNATE DIRECTION Q o z 0 OF LEG IN FOOTING. ~z o (!1 w 1 1 /2" CLEAR ' II - - ~ ti ti N ~J ~ ~o 0 0 QQ ~ o i ~ ~ o 2_#4 X Nu N AS SHOWN. CONCRETE m~ ~rn~~ 4 -4" SLAB. m~ o~j~ (1 EACH FACE) o~w° U cn cv cn o _ o INDICATES PLACEMENT OF V01 o ~ MATERIAL UNDER GRADE BEA ~ "a~ SEAL VOID WITH POLY. TYPICA ~ 12" FTG-TYPICAL SEE SECTION 1 -III .III= ~ FOR DETAILS. S ~ CTI O N 11 ~~2~~ . ~~-o~~ BUTTRESS CONSTRUCTION ~ UNLESS NOTED ~ ~ z ~ W12X1 H NOTES: O 1. FOUN O Q 2. PROV GROU MOVE l~ z ° ~ TYPICAL PORCH PATIO & SCOOP CONSTRUCTION• 3. WRAP TURN DOWN SLAB EDGE 12" BELOW FINISH LB. F GRADE BY 8" WIDE. REINF. W/1-#5 CONT. 4. GROU Q Q D M a TOP & BOTTOM. SUPPORT EDGE ON 8" OR 5. PROV 10"~ PIERS DRILLED MIN. 3'-~0'~ DEEP & n~i n Q ~ ~ i ~ ~ Q- ~ J TO SOLID BEARING (OR CONf;RETE HAUNCH v . V v i r t.r L i n i ~ L. ~ c„1 d ° o ' ~ Q v AS SHQWN). PROVIDE #4 D`iWELS ~ 24 BASEMENT ~ o ~ o FROM WALLS TO SLAB. SLC 'E SLAB AWAY FROM BUILDING. ~ 4 CONC. SLAB ON GROUND ~ ~ ~ ~ ~ Qz z I O W ,o O U ~ ~ O I W m~~~ SPLICE BEAMS TOGETHER WITH 5 1/2" X 1/4" PLATE SHE "T O ~ ~ ~a X 0~-6" LONG W/2-3/4"~ ( o R_ ~ o w ~ d- I I MACHINE BOLT ~ EACH 1~ I ~ ~ ( BEAM WEB. - r - - J ~ ~ - ~ w~2xis w8x~s Q ~ z ~ • Z fL Q 4-2X4 PO 4-2X4 POST 4,_~„ ~ 24" FTG. I N ~ N o N 1 ~ 0 N ( I ~ W ~ W s s. STEP TOP OF o Q ~ z ~ a is = a ~ _ t 4 -_.r-- i. 3 DN. i I~' 'ER i i DATE: 5-29-03 REVISED: 6-2-04 RP ~r DRAWN: LM/RP f, CHECKED:GB/WC V 4 J e JOB N0. 8404930 r COMPUTER FILE: f M-1670AD---SK3F- SHFFT N~  r MOVE ANCHOR ~ BOLTS AND PLATE TO OUTSIDE FACE 2'-0*1 61-8" 3'- 9-4f9 6f-819 1,2 f PP 3 OF WALL TO BRICK RETURN. ELEV. ' C 0, N L.Y. 20~JA~I~OW Sp S-1 r I r OF 2 1. SEE ARCH. PLANS FOR DETAILS. 1/4" = 11-011 2. SEE SHEET S-2 FOR SECTIONS, DET 2500/1000 OR 2250.5/1000 r 2X PLATE ON TOP OF BEAM. DOUBLE 2X PLATE. STEEL BEAM, SEE SEE DETAIL AT RIGHT FOR PLATE ~ PLAN. PLACE TOP OF STEEL BEAM 4'-0" AND BEAM POCKET PLACEMENT FLUSH WITH TOP O~~ 8» 8» WITH DOUBLE PLATE. FOUNDATION OF LOWER PLATE. 2'-0" MAX. 2'-0" 2'-0" MIN. 2-#4 TOP & BOT. WALL. 2-#4 TOP & BOT. 4'_0" g" 2-#4 TOP & BOT. CONTINUOUS. CONTINUOUS. CONTINUOUS. BEAM PO III DOUBLE PLATE AND :AM POCKET. 4'-4 ~ - _ 2-#4 X ° ~ ~I AS SHOWN. Q 4 -4., ~o ~ ~ _ _ 2-#4 X ~ I ~ I I I-1I (1 EACH FACE) o M AND BEAM POCKET CONSTRU BRACE WALLS BEFORE 1"RUCTION ~ " X , ,III- ~1 EACH FACE) a r BACKFILLING. 2-#4 X 5'-0" 2-#4 X 5'-0" 2 2-#4 TOP & BOT. Q 1 1 C SEPL N 4 W CONTINUOUS. g _ ~ - _ tl 4" CONC. SLAB SSE PLAN 2-#4 TOP & BOT. ~ 1 1 2" #4 X N L DWLS. CO ANGLE EXPANSION JOINT. 12,• 1 1 2" #4 X N L DVYLS. i- . 1 4" CONG SLAB ON UNDISTURBED W SOIL OR COMPACTED FILL. - - ~ L z SCORE JOINTS IN SLAB AT - w MAX. 200 SQ. FT. AREAS. ~ ~-III ~ ~ ~ # _ = O W C~ - F- ~ w i.,_,; o ~ R p Z # ~ 4, ~ P w s G ~ ~ I I i~ _ I ~ C ~ ~ PROVIDE #4 X 1'-6" DOWELS -m ~ ~ 2'-0" O.C. MAX. (MIN. 2 ~-I I ~ 4" VOID BEYOND, SEE DOWELS PER PAD) r~LY. SEE B PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN O PLAN OR STRUCTURAL FILL. S SEE SOIL REPORT. 4 _ REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER DRAIN SYSTEM, IF REQUIRED. t -1 2-#4 TOP & BOT. N ~I i a 4 CONTINUOUS. ~ ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM POC - - LEDGER W/2 ROWS OF 20d FORMING 1=~ FLOOR FRA ~M POCKET >Q ~ ~ C~ ~ ~ NAILS ~ 12" O.C. (1 TOP & 1 BOT.) STEEL PIPE COLUMN, SEE PLAN. OR FRAMING NOT SHOWN. ~ i PROVIDE BASE PLATE 1/2" X 4" X 6" 2-#4 FULL HEIGH OF FDN. WALL. H E1 GH T ll-- ~ ~ BEAR BASE PLATE DIF€CTLY ON BEAM. ~ IgLLm ~ ~ a N SIMPSON U210 HANGER PLYWOOD ~ 3/4" T & G SUBFLOOR 'WOOD SUBFLOOR ~ ~ SIMPSON U210 HANGEP o FLOOR FRAMING ~ ~ a o BEND 1'-6" OVER TOP OF WIR30W. ®VER ~ w ~ i FLUSH WOOD BEAM ~ ~ o LAG SCREWS AS ~ ~ J ~ ~ n ~ REQUIRED FOR Q ~ ~ ~ STABILITY. W ~C . DRILLED HOLE ~ `V FLUSH GLU N 2X10 FLOOR JOIST, MOULDING. NAIL ~ 2-#4 UNDER 2 -0' 2 _p WINDOW AS SEE PLAN - - GRADE AT ';C AT BOTTOM ONLY. o MIN. MIN. SHOWN. GRADE AT AIR SPACE p '=1 I I- I- =1 I ~ III- I -I I ~ POLY. SEE SEE SECTION 1 CONT. BOTTOM FOR DETAILS. POLY. SEE SECTI0 4" VOID BEYOND, SEE PLAN SEE (I-III=III-III-I I FOOTING ROW OF REINF. ;III-III-III=1 11= CONCRETE SLAB ' ~ ;,I I I_„III, ; ' - PLAN FOR LOCATION. BEAR ON NATIVE SOILS PLAN BEAR ON N 3 INDICATES PLACEMENT OF 4" OR STRUCTURAL FILL. 4' VOID BEYOND, SEE PLAN FOR LOCAT'ON. OR STRUCT SEE SOIL REPORT. SEE S01~ R BEAM TO WALL CONNECTION WOOD 2X, NAIL VOID MATERIAL UNDER GRADE TO SLAB. sEAM AND BETWEEN PADS. SEAL VOID WITH POLY. TYP. SEE PLAN FOR VOID LOCATION. 4 ~t x GARAGE OR CRAWL 1 i 1 TOP ROW OF REINFORCING. MAKE TOP BARS CONTINUOUS ~a I WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. STOOP SLAB. FDN. 4L WALL s~ I i ° - - BOTTOM ROW OF REINF. EXTEND INT BASEMENT WALL 0 I l~ _ I `v HAUNCH ~r 1 INDICATES PLACEMENT OF VOI MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. 7 r r Y S1 ~ . 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. 1 o r~i ~ ~ ~6•- 't (1 EACH FACE) is i i n i i ~ i~ i i r- -r- n fi i TYI~T~:Af _ ~C~~)N rlH1J1NVC I 1/211 = V-011 AT ~r 0 v~ r , . s 1 r .lop~ 9-mm"m I %PM-Was wwI 'I I V 1 1% \ru/i1 V... STEP BETWEEN GARAGE OR 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATION TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. kVATION ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL BOTTOM S SPACE_ "m"ORCING DETAIL 1/411 11-011 S dR4 C'(1!d nni cTr OF 2 is i