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5323 Newcombe Street
20 I ?o 5-1m 6 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST 1 (303) 234-5933 C ancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protecticn District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Fig a Building COTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge _1�9 Residential Roofing PERMIT - 201705296 PERMIT NO: 201705296 ISSUED: 08/02/2017 JOB ADDRESS: 5323 Newcombe ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 30 sq. *** CONTACTS *** OWNER (303)422-0033 MARTINEZ REBECCA A 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: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 "_'__"`- ** TOTAL ** 414.30 ------ --- *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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. City of Wheat Ridge Residential Roofing PERMIT - 201705296 PERMIT NO: 201705296 ISSUED: 08/02/2017 JOB ADDRESS: 5323 Newcombe ST EXPIRES: 08/02/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Oakridge asphalt shingles with 30 sq. I, by my si na do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable i ing odes, and all applicable u icipal codes, policies and procedures, and that I am the legal owner or have been authorizes by the le caner o the property an m rized to obtain this permit and perform the work described and approved in conjunction with this pe i further ttest that I am orized to in lu a all entities named within this document as parties to the work to be perfo _and that 1 work to be is disclosed it s document and/or its' ac�mpanyingJproved plans and specifications. Signapre dY__-OWNER oF/CONTKACTOR (Circletdne) Date I / 1. This permit was issued based on the information provided in thepermit 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 androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or%OFe4 trued to be a permit for, or an approval of, an violation of any provision of any applicable code jurisdiction. Approval of work issubject 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. Dan Schultz q070-2-46 From: no-reply@ci.wheatridge.co.us— Sent: Monday, July 24, 2017 10:50 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina Td G 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 Property Owner Name Property Owner Phone Number 5323 Newcombe St DL Rebecca Martinez 303-422-0033 Property Owner Email Contact@assuredroofing.com Address 9414.--56 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 Business Assured Roofing Name Contractor's License 022311 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 30 Sq Owens Corning Oakridge 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 30 V (pitched + flat) of all roofing material for this proj ect i Provide additional detail Home roof pitch 6/12 here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract 10000 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.Assuredroofina com Email: Contact(UssuredRoofinQ com Homeowner's Name: C y.t -Home Phone: Dp -a a - 9 Address: S le 11 Phone: Email &Fax: ' a�t�rrdWInsurance: Decking Sheets: Torch Down: /Da Cl®�- Q�;,, Da0eASC®rKe�t� y Ice &Water p Roof Style: Shingle Color CtasS t{y Base Sheet:_l)A�JaS�G�I° �- ro o�P y Tear Off: Valley Type: -,TC t+4;1441" � ti.etA Pitch: Ridge Type:Roof Stack/Size:�gp/AG Drip Edge:_ &Ae!5 .} >Pak P Vents/Size:-Ra-y Gutters: .c1n� C16«, Gutter Color: 5W CCAS 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: —Mmt:-_ 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 (3rd) 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 agrees 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 an ee that any than es oral erations to this contract must be ' writing and fully a ecuted by both parties. /� Accepted by I/Owner: p // f/ ®A Date: Sa es Re resentive: /�f i ,/ 710-19 i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 1 Inspection Type:Tx Job Address:.��,t)l�"�� Permit Number: ,477 (� eMo one available for inspection: Time !-2' 35 AM& Re -Inspection required: Yes No When corrections have been made, call or re-insppotion at 303-2M7� 33 Date: I ►I jq ( ['" Inspector: DO NOT REMOVE THIS -NOTICE A 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: S 3€. Permit Number: (�(� I - ❑ No one available for inspection: TimeT.^ 41`AIV�/PM Re -Inspection required ` Yes NA - When corrections have been made, call for re-inspection at j303-234-5933 Date: Inspector: �O�j v1 ( ?' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division ", (303) 234-5933 Inspection line, (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�� Job Address: tL 7 nbbS Permit Number: 0/%=f ❑ No one available for inspection: Time Re -Inspection required: Yes No - ''When corrections have been made, call for -in tion at 303-234-5933 Date: ' `` �. Inspector: f DO NOT REMOVE THIS NOTICE i i 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: -r' .3.--�-3 11,et& S Permit Number: 'P01705c'196 ❑ No one available for inspection: Time / / AM Re -Inspection required: Yes No When corrections have been made, ca or re -inspection at 303-234-5933 Date: K'3/ ' / 7 Inspector: V/ l�' DO NOT REMOVE THIS NOTICE 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 followis'ig business da . INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE `INSPECTOR COMMENTS: INITIALS Footings/Caissons - Stemwall / (CEG) Concrete 'Encased Ground - Mid R oof Reinforcing or Monolithic - Weatherproof / French Drain .Rough Electric Sewer Service es :Rou��Piumbing Water Service Lines 'a aPloing''• CONCRETE SLAB FLOOR Electrical (Underground) Plumbin :(Underg 1 _ Heating (Underground) u� s�uvvt nna otery aiuntu UNTIL ABOVE HAS BEEN SIGNED - _ - Elec I"ical — Lath/'Vail tie - -1 Mid R oof " Electrical Service 7 .Rough Electric - � :Rou��Piumbing 'a aPloing''• Fire Department -Rough Mechanical FOR Framin Insulation, Drywa Screw FINAI S Elec I"ical — Plurr Mec hanical " Roof Building Final `i Fire Department FOR ROW & Drainage INSPECTIONS PLANNING & ZONING, FIRE AND PUBLICE WORK Parking & Landscaping SHOULD. BE CALLED AT LEAST.ONE WEEK PRIOR TO FINAL INSPECTIONS. "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING,': BUILDING AND PUBLIC WORKS BEFORE A. CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF ACERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. "OCCUPANCY NOT PERMITTED' UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ i CITY OF WHEAT RIDGE Building Inspection Division ]~;'r(303) (303) 234-59331nspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: FE/ n) L- (boo F Job Address: 532 Permit Number: 09.,&s " r i~ Y.No one available for inspection: Time _ AM/PN, Re-Inspection required: Yes q When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: 3J DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE 1 f~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: id?inle ao~= Job Address: .532 3 ,r/mil r~i3s s i Permit Number: t~9 3g~?S A~~ruf~ ❑ No one available for inspection: Time ZZ, ARPM s Re-Inspection required: Yes When corrections have been made, calf for re-inspection at 303-2345933 Date: g?Z inspector7 DO NOT REMOVE THIS NOTICE ♦ A y CITY OF WHEAT RIDGE Building Inspection Division (303)234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ff~lt cc~z~ Job Address: 5323 !fieCcrn Permit Number: bfs'iz a t f n: iP~e`~7 ^^L.>..,~fd -t'.a~J<7 taJ ❑ No one available for inspection: Time r ; 4~5`7 AM PM Re-Inspection required:. e No - *When corrections have been made, call for re-inspection at.303-234-5933 Date:' 0-17-09 Inspector: DO NOT REMOVE THIS NOTICE s 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: - 3J a 3 /Q C- L j Cc HBE S 7" Permit Number: 013 S3S- N0 RF,4bY T~aK. oFr=- iN G~d~~~5~ ❑ No one available for inspection: Time AM/PM Re-Inspection required: es No *When corrections have been made, call for re-inspection at 303-234-5933 Date: '0g Inspector:&/'/f~ a DO NOT REMOVE THIS NOTICE 4' City of Wheat Ridge Residential Roofing PERMIT - 093885 PERMIT NO: 093885ISSUED:` 11/05/2009 JOB ADDRESS: 5323 NEWCOMBEST EXPIRES: 05/04/2010 DESCRIPTION: Reroof 32 sqs _ CONTACTS owner 303/422-0033 Andrew Martinez SUB 303/646-9300 Dan Elliott' -09-0301 Assured. Roofing Inc PARCEL INFO.** ZONE CODE: UA USE: UA SUBDIVISION: 0.049 BLOCK/LOT#: 0/ FEE SUMMARY** ESTIMATED PROJECT. VALUATION: 10,761.00 FEES Permit Fee 253.90- Total Valuation .00 3 Use Tax 193.70 **-TOTAL 447.60 )J Conditions: 6-nail installation & mid-roof inspection' required. Board sheathing: spaced more than a 1/2 of an inch apart requires plywood overlay on entire roof.. Ice and water shield required from eave edge to 21 inside exterior walls. ***Contractor/Property owner shall provide ladder(s) secured in place for inpsections... Subject to field inspection. - I hereby certify that the setback. distances proposed by this permit application are accurate, and do not violate applicable ordinances; rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown; and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for. compliance with the Wheat Ridge Bbilding Code (I.B.C) and. all other. _ applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. K~ )V4"~'/ 9 Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of. Wheat Ridge, Colorado or any other applicable ordinances of the City. 2.. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration - date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided. no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1). year. If changes. have been or if suspension. or. abandonment exceeds one (1) year, full fees shall - be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections. and shall. receive: written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, a~~~pppy violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan revy/fsubject to field inspections: - Signature o Chit{1 Building Official date INSPECT ON REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE. BY 3PM ANY BUSINESS -DAY -FORINSPECTION THE FOLLOWING BUSINESS. DAY. Q 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 Date: Plan #r Permit CS~ Building Permit Application Property Address: '~T3a3 1~6f ll M/,kf-- Property Owner (please print): AJ® &J Phone: 2';1 - Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: cc- G Contractor License '9903,0/ Phone: t'o`Y 9 36', Suk ContractoFs Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Use of space (description): Degcrip.tion of work: Sq. Ft./L.Ft added: Squares Sa BTU-s_ Mechanical City License* Company: Exp. Date: Construction Value: (as calculated per the Bi Plan Review (due at tim Gallons Amps TURE OF UNDERSTANDING. AND AGREEMENT distances proposed by this permit application are accurate, and donot violate applicable ordinances,. f Wheat Ridge by covenants, easements or restrictions of record; that all measurements shown. and hat I have read- and. agree to abide by all conditions printed on this application and that I-assume full i the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat. Ridge. Ordinances for work to field inspection. CIRLCE ONE:: E (OWNER) -(CONTRACTOR) or or L 8W - D PERSONAL REPRESENTATIVE o (OW ER_)~ (C_OANTRATOR) 1 ( 1 15-1 7 PRINT NAM : P&)jF- r 1 SIGNATURE: /lV Yt i(//l.d~ 6 0 Date: 1 W~ o=r w(D N 7 W n A p Cr ~ l0 fD W n w= • o :3 w =r v < m ~ ~ CD :3 3 v a m ~ d 0 ~ A 7 N 9 (D 0 0 ~ d ~ s G ~ C- 0 rr Q 2 N l ~ IN t n MN ~ ~D n = m II u r'F 0 (D 0 O N ~ ~ c m z 0_ rt ~ O ~ 'v ~ m m ~r (D O W ~ vm GZ 0 0 ~m -D -i w 0 ~ N w cn N W N 0 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 77958 10/29/2004 Property Owner: MARTINEZ Property Address : 5323 NEWCOMBE ST Contractor License No. : 22141 Company : Rainbow Landscape Valuation : $5,000.00 Permit Fee : $144.70 Plan Review Fee : $0.00 Use Tax : $60.00 Total: $204.70 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 resp ibility for I libmioliance with the Wheat Ridge Building Code (U.B.C.) and all other applicablelN ~R~ee ordinances, for work under this perpiL , (O W NER)(CONTRACTOR) Description : ZQ'ning Comments:? Approval : TRC Zoning : pRD Boilding Camments:- Approval : Public Wor`ks Camments: Approval: PATIO 642 SQ. FT. Occupancy: Walls Electrical License No : Company: Expiration Date : Approval : Use BUILDING DEPARTMENT USE ONLY OK Phone : 422-0033 Phone : 941-9288 SIC : Sq. Ft. : tlase Notr. ~ d~ing i m occ e t ~ ~ ~ prov men s a ord ~ g t approved plan and required development standards The City is no[ res . por.;ib;z e,r inaccurale infomiatiotl submitted d u,ithi l t~ ~Inn s t e enors 1 ~r,d any constmction resulting Irum iuaccuraG: information, Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval : Approval : (1) This permit was issued in accordance with the provisions set forth in yopur appiication and is subject to the laws of tha State of Coloredo and to the Zoning Regulations and Building Cotle of W heat Ritlge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authonzed is suspended or abandoned for a period of 120 days. (3) If this permit ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be matle in the original plans and specifications antl any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a drainage problem. (5) Contractor shall notiry the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive writlen approval on inspection cartl before pmceediing with succe phase e job. (6) The issuance of r th proval oF dr ' nd specifiwtions shall not be construed to be a permit for, nor an approval of, any violation of the pmvisions o e i s or. otl1~ inance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT o~ W"Eqr,~ BUILDING INSPECTION LINE - 303-234-5933 ~ g CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE W HEAT RIDGE, CO 80033 -(303-235-2855) ~°`°R^°° APPLICATION Proper[y Owner. Property Address: ~y3 (~,.,~~NL3 Contractor License No.: Company:-:~4('t6aj ~R1~5Cd~L~ Building Permit Number: Date: Phone: 3i53 4I2Z C7C:)j3 Phone:~~_-1qyJ 9ZaEj OWNER/CONTRACTOR SIGNATURE OF UNOERSTANDING AND AGREEMENT I hereby certify [hat the setback distances. proposed by this pemit applicatlon are accurate, and do not violale applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restricUons of recoM; that all measuremenis shown, antl allegatlons made are accurate; that I have read and agree to abide by all condifions printed on Nis applicatlon and Mat I assume full responsibility for compliance with Ihe Wheat Ridge Building Code (U.B.C) and all er applicable Wheat Ridge Ordinances, for~wprk,qndis pertnit.^ 1 1/lr//~ c-C/ G~TL••°~~-~ (O W N FAHCONTRACTOR)'. Description: Sq. Ft. added (O~ COMMENTS: ~ ApprovaC Zoning: ~ Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:% Total:$ BUILDING DEPARTMENT USE ONLY Sq.Ft.: ; COMMENTS: Approval: W ORKS COMMENTS: Approvai: Walls: Roof: Stories Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approvai: Approval: (1) This pemit was issued in accordance with the provisions set forth in your applicatioo and is subjed to the laws of the State of Colorado and to the Zoning Regulations anA Building Codes ot Wheat Ridge, Colorado or any other appiicable ordinances of the City. (2) This permit shall expire if (A) the worfc 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 pemit eupires, a new pemit may be acquired for a fee of one-half the amount nortnaly required, provided no changes have been orwill be made in lhe original plans and speafications and any suspension or abandonment has not exceeded one (1) yeac If chan9es have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage probiem. (5) Contractor shatl notily Me Building Inspec[or twenry-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceedinp wifh successive phases of the job. (6) The issuance of a pemit or the approval of drawings and specifications shall not be wnsWed to be a pemit for, nor an approval of, any violaGOn of the provisions of the building codes or any other or0inance, law, rule or regulatlon. Chief Building Official ~ ~ ~ ~ N ~ 3 ] S 0 ~ 4 m 'n m ~ o' O ~ ~ d 3 m° o= c o c N N J (U a~ Sc N ~ n = Q m O 3 ~ c wa p o ~ d w ~ £ m 2 ~ m O T O A x m T O ~ g Z ~ ~ ~ ~ ~ ~ ~ m r m D r 0 m n ~ ~ ~ Z ~ ~ O v m ~ < W C ~ N m 3 y ~ ° > > ~ 3 n~ Q y ~ m c OO a N N ry N m n~ O d ~ N n: ac ou a m n° ~yg n R9 n f n S o Aoo N y O p ~ d ~ 1 m ° ~ 1D O ° " o °w L7 m~ w m a~ ~Q OS o a o 3 ~ m ~ 3 3 6 ~ O ~ ~y O ~ c d o m m A N ~ N S ~O n ~ ~ d d O d g (T < C N H ~a ~ a A ~ I~I l 1 ~ C~7 Oy y, ~ l 1 ~ ~d ~ z ~ ~ Date: A Certificate of Occupancy or Completlon has been requested for: l~,wCmu-~ PURPO6[ M STRUCTURG ~R Building Department Remarks: Zoning Remarks: Public Works Approval:~ Remarks: Fire Marshall (If Applicable) Remarks: Sanitation Distriet Approval: (If Applicable) Remarks: Water District Approval: (If Applicable) Remarks: INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS A) QC BUILDING PERMIT N0.(~ JI Z2 ~ OWNER Yk !!.l dCt.,..._~4-'Y11 An VV' CONTRACTOR ' SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings G ~ Caissons einforcing Monolithic Weatherproofing e POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) "7 - ~-C_1 c Heating (Ground Work) ' DO NOT POUR FLOOR UNTILABOVE HAS BEEN SIGNED v._c~.nU .~lTl~~' Rough Electrical Rough Plumbing Air Test Gas Piping Rough Heating & Ventilation Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical iAl~1 9 5 b'~ w Plumbing Heating & Ventilation Frame - 1 - P 5 3~(o a`I 91/ 5 ad., R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF DATE ISSUED -5- f-- ~ TYPE CCUPANCY ~-3 OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ w A N ~ ~ 0 , wleE O 3 w N 7 w0 ~ o W n W O 7 N S < CD a' CD (D :3 :3 go a (D w 0 ~ 'm 3 w ~ n ~ 0 ~ ~ C- 0 a a a a N N ~ ~ ~ , ~ a n Q 5 3 n ~ c O ~ z 001 ~ - ~ (D ' o v O (D w ~ m ~ `n • o ~ r, O Z NN ~ 0 o m < z 0 N "'I CD o v ~ m ~ ~ RESIDENTIAL SITE CERTIFICATION DATE: cI - Z-O N ADDRESS: w*u.l o+.AC3E SreE~'t" LOT: Il BLOCK: ~i SUBDIVISION: EsTA--rEe~, Fi I_i rJ k Q0 3 he relative elevations at the referenced address were measured at the lot sides and corners, top of foundation and other locations as needed. The sides, elevations and drainage patterns as measured are in substantial conformance with the approved grading and erosion control plan for the referenced subdivision. a The lot grading does not conform to the approved grading and erosion control plan The attached revised ref grading and erosion control plan reflects the existing grading at this site is functionally adequate for this lot and the overall subdivision. seal 1r) Sincerely, IMPROVEMENT SURVE~ PLAT AND SCALE: 1 = 20' OFIN CaCfOll si Lallg2 ° DR AINAGE C ~ ERTIFICATE Joe No: 3161 Fmlexslonal Englneers & Land Surveyors Lakewood, coiio:aaovsozza e 156 DRA4M BY: PH (aaa) saa-ozoo . DATE DRAWN: 08-25-04 REVISED ISP: r RENSED ISP: I U + ? Z REGRADE: " C a~ LEGEND p~583 ' " ' ° ~ SN • =FOUND #5 REBAR 66. 00 N00'13 K/ ii ,1 q0~5 WITH PLASi1C CAP O=FOUND NAIL & DISK LOT 11 4~(A R=PROPERTY LINE BLOCK 3 10' U.E. BOW=BACK OF WALK I[=FLOW LINE I r . O = P L SERVICE ~ {}=LIGHT POLE I ^4 I PROPOSED TG8=47.1 I I AS-BUILT TGB C * ~ 4 w w A = 47.0 in u), ( \ I V ill N ~ ~ I kvk C~~ lU ~ " CANT. ~ . . 15 3 0 . x ~ 0 10 20 . . x , ~ 12 s' 21.3' 0) ~I 2 STORY I HEREBY CERTIfY TIpT iHE E{EVq➢ONS p BRICK AND FRAME AND DRAINACE PqTI[RN~ SHONN IXJ I LOTy1, BLOCK}pp u+f ESL 0 5323 - O nUr~ r~o M ~ THEREON NERE OEWLOPED FRpM A SUROEY N ~ M NEWCOMBE STREET o oF THE neoW oescmaco PROPpRT, I N CRF AN 11Ci ~ I Y ~ ~ THE D( ` N ELEVA➢ONS E SiED EPO nS TiEY I On1E Of SAID SURYEY THE RELAiIW ~ I I ELEVATIONS AS DEPICTED HEFEON NeY WANCE SU95EWENT TO THE OAIE HEREOF pUE TO THE SUBSIDENCE OR UPHEAVNL OF THE SOII, ADDITON IXt OR REMOVAI OF SqL BY ACiS QF MAN ' , FROya~ er nHE x~HO at TeR on oniu+ ~ 21.3 O F ACT00.5 . RIEREfORE SURY£Y M~Y E3 NOT ~ B.S Q 4 ACCURAiELY ICT THE ELEV~110N5 ~ AND DRAINA OG THE ABOVE PROPERi OF SUFVFY ~ cow < I PORCH R sTEaeo o suaVEroa, Ho. 8 -24-04 onrz a~r su 1~`T TH ELEVAiIqJS AND ORNNACE PATIERN I O ABOW W ARE TM ' O M p SURYEYOR S EFTFlED FlNO CS OR THE FINISHED D TMADES YOUR ND ~ a OJ - ` RESIOEPCE ON DAI E SHO KN ~ YOU, THE HqAEONNER, MUSi MAINTAIN THESE ELEVAilONS nND Gq ApES i0 PROPERLY pRAIN LHE WATEF AWAY iFqA TOUR HOl15E. THE BUILOEfl OF YWft HOME WIL NOi COYER SIHUCIDRAL 10U.E. p[} DAMhGE TO YOUF MqAF CAUSEO AS A PESULT pF CNANCES MAOE IN THE FINISHEO GRADES. TNEREfORE,IT IS YOUR p ^ U6. 00' S0073'l 1 xE RESPON981lITY TO MAtNTAIN 1HE CRADES R AS SET BY THE OUILOEF AND AS CEFlIFlEO HEREIN BT ~ plE SURVEYOR. ' O F BQW IN qODI110N, THE H.O.W. PqOlEC110N5 ON - ' v YWR RESIDENLE PRONDEO Bv YOUR ' FL 9lIILDER W1LL NOT COYER S1RUClUR0. DAqACE CAUSED AS q RESULT OF NEWCOMBE STREET C'""GES ""X ""'S"`° DFAINAGE CRADES . MEREiOqE. li IS YWR RESPONSIBILIiY i0 MAINTAIN THE GRADES AS SET BY THE BUILDER M1D AS CERTFlED BY ME SURYEVOR BT BUILDER BEARINGS ARE BASED ON THE WEST LINE OF LOT11 BLOCK 3 BEARWG N00'13'11"W OF THE RECORDED PLAT SKYLINEESTATESFILING NO 3 , WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 21L~ DAY OF AU i T 20 , 04 , OF TH As: LOT 11, BLOCK 3, E PROPERTY DESCRIBED SKYLWE ESTATES FIUNG N0. 3, FLOOD INFORMATION: CITY OF WHEAT RIDGE THIS PROPERTY I.IES WITHIN ZONE C, DESIGNATED A$ AR , COUNTY OF JEFFERSON, EAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCV FLOOD INSURANCE STATE OF COLORADO RATE MAP, COMMUNITY PANEL N0. 085079-0005 C. AND THAT THE LOCATION AND DIMENSIONS OF REVISED FEQ.,A,,4998. (SKYLWE ESTATES FLG. NO J.) ALL BUILDING IMPROVEMENT%t$fNiEN~ RIGHTS-OP-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON T ^ ` ' HE PREM~ : Q£ ~rTELY SHOWN. ~ B Y: ~ . DATE ~:r-• ~.i:x~~'~ e 2,~ St ,..i: THIS SURVEY DOES NOi ADDRESS EASEMENTS OiHER THAN THOSE SHOWN ON THE RECORDE RECERTI E: - D PLAT NOiED HERE~Iq ~ ~~E C h l ~ g ~ N~T~C.E: ACCOR~INC TO CO R M r~ .Q ,U ~ l i pRONDED TO THE SURYEYOR. l ' y , ~O A00 lAW YOU UST COMMENCE ANY IEGAI RCiION BASEp UPON MY DEFECT M 1NI5 SUFytYM4~N'11111111,110,5 AFIER YW i1q5i q5C0V[qE0 SUpi DEFECT. M rv0 EVENT MAY nNY ACiION 6ASED UPON ANY pEFECTI H 11p5 SURYEV BE COIAMENCED MORE iHAN TEN YEARS FROM iHE DAIE OF iHE CEftTiICATION SHOMN HEREQV. IMPROVEMENT SURVE~ PLAT AND SCALE: 1 20' Carroll & Lange = DRAINAGE CERTIFICATE JOB N0: 3161 t~9~~ae,s & _~„d survavors or"N ies somii upmur, awa., suite isc DRAWN BY: PH Ldktwo„n. Colorado eozza 08-25-04 (soa) eeo-ozoo DATE DRAMM: - RENSED ISP: ~ REVISED ISP: + ~ ~ REGRADE: ' oaw LEGEND P~-s~'3 O tO P~-S~3 • WI =FOUNO ASTiCBCAP 66. 00' N00'13'11~~W p=FOUND NAiL & DISK " LOT 11 Q'(A IQ=FROPERTY LINE ~ 10' U.E BQW=BACK OF WALK BLOCK 3 C=FLOW LINE ❑ =PEDESTAL =SERVICE i {}=LIGHT POLE PROPOSED TGB=47.1 r~~ I . I . AS-BUILT TG6= 47.0 ~ X~~ D ~ I y~ U~I ~ ° x AN . 15.3 - O~ 0 10 20 cl. I 10- t z,s' 21 .3' 00 I~ aE{' Z I I HEREBY CER➢Fr 1HqT THE ELEVAnONS 2 STORY AND DRAINAGE PATIER~ SHOYM FN LOT~~ BLOCK~~ aF iue [e.A. c BRICK AND FRAME ~ I FlIJNG N0. 3 O 5323 rv~ , Q iHEREON NERE DEVELOPEO iROM A SURWY OF THE ABOVE DESCRIBED PROPERTY, NEWCOMBE STREET o 1, ~ I Pearoaueo ori TMe on~ SHONN, ANp ~ 1V ACCURAiELY NNO TRULY DEPICT iHE (V ~ ELEVAnPVS AS TIEV E%IStEO ON THE DAIE OF SA10 SURYEY. THE RELAIIbE ELEVATIqJS AS DEPICIED HEREON bAT I ~ I ,r 9~ I , I REOF EOFOHE qL. ADDiIONN E R UF'~II ~ ~1 IXt REMOVPL OF $OIL 9Y qC OF MAN, EFOSION BY 1HE WIND OR OR piHEfl ♦ F~%I~~ ~ 8 O~ FACTORS RIEREFORE, SURV£T MAY n~ Z~.3 I NOi ACCURAIELT T ELEVA➢ONS µ 8, rJ ~Jj~ 1 O 4 p N"1 ' hND DRAINACE F 1HE ABOVE I 17,8' ed: <e PROPERTT AF OF SURVEY ^A~ < - 1 < 1 COVD. 4 8.1 'PORCH . x ( a eo L suaVEr , no. I ~~ti' ~ ' I q I 8-24-04 o suavcr ~ T ELEVA➢ONS AND DRNNAGE PATIERN I ~ I O~ I I BO~£ SHOMN FRE THE REGISiERED LANO SUFVEYOR'S CERTIFlEO FINpINCS OR THE FlNISHEO CROUND CRADES ARWND YOUR un RESiDENCE ON hIE DntE SHOWN ~ YOU, THE NOMEOKNER, MUST AIAINTAIN I 4II iHESE EIEVATIPVS eND GfVADES TO J hk- L ~ I. ~ J T L PROPEPLY ORAIN THE WATER AWAT fROM - ~L- TOUR HOUSE. THE BUIWER OF YWR I HOME N1LL NOT GOYER SiRUCIDRAL 1 10U.E. . I DAMACE TO YOUR HqAE CAOSED AS A 1 . 1 flESULT OF CHANCES YAOE IN iHE .P ; FINISHEO GFADES. THEREFORE, R IS YOUR RESPqJ518111TY TO MNINiAIN iHE CRADES ND n5 CEFTIFlEO I~ ^ ~L W Bv THE SURVEVOR 66.00' S00'13'11 E HERE . . . BOW IN AODI➢ON, THE H.O.W. PROlEC110N5 ON WR RESIOENCE PROVIDEO BY TOUR `~1" BIIILDER K1LL NOT COYER SIRUCIDRA~ FL ONMAGE LAl15ED HS A FESUU OF CHANCES MADE IN THE FlNISHEO NEWCOMBE STREET oRA~~AGE GRADES. 1HEREFIXiE, IT Is TWR RESPONSIBIUtt TO MAINTAIN THE GRADES AS SET BT THE BUILOER ANO FS CERTRED BY THE SURYEYOR BY BWLDEF BEARINGS ARE BASED ON THE WEST LINE OF LOT11 BLOCK 3 OF THE RECORDED PLAT SK111NE ESTATESFILING N0. 3 BEARING N00'13'11"W . WITH MONUMENTS AS SHOWN HEREON. THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 24IH- DAY OF AUGUST ,200¢- , OF THE PROPERTY DESCRIBED As: LOT 11, BLOCK 3, FLOOD INFORMATION: SKYLINE ESTATES FILING NO. 3, THIS PROPERTY LIES WITHIN ZONE C, DESIGNATED AS CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL COUNTY OF ~EFFERSON, EMERGENCY MAN GEMENT AGENCY FLOOD INSURANCE RATE MAP, GOAHM R~fHh➢NEL N0. 085079-0005 C, STATE OF COLORADO ~~\~~"111IIIIIIIIII/f///~ REVISEDle,~~ ~we Esrnres FLc. No a.> AND THAT THE LOCATION AN ~ ~ /gF4~~~LL BUILDING IMPROVEMENT~`~~~P, ENTTS-OF-WAY IN EVIDENCE OR KNOWN TO MFr~,10~ BY OR ON THE PREMI~V OWN. 1 ATfEST THAT TO THE BEST EDGE THE AS-BUiLT CRADING C PLY THE GRADNIG AND EROSION LA fn:~ =BY: - ' 5942 Z: =F"~ 82104:>r BY.. OATE: ; , = 6- ; .a ,.•'~~~.'r~'RECERTIFI ~Yy~ THIS SURVEY DOES NOT ADDRESS EASEMEON THE RECORDED PLAT NOTED HEREON. NO ~'YC~- WAS PRONDED TO THE SURVEYOR. NOTICE: nCCORDirvG i0 WLORA00 LAW YOU q, i ~IMY IEGRL AC➢IXi BASEp UPpV ANY DEFECT IN iH15 SURWY N11NiN 1MREE YEARS AiIER YW fIRSi q5C0`.ERED AICH DEFECT.IN NO EVENT IAAV ANY ACTION 8 ASED UPON ANJ F CTIN 1H15 SUROEY BE COMMENGED MORE 1HAN lEN YEARS FROM THE DAIE OF THE CERTFlCAiION SNONN HEREON. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17610 BUILDING INSPECTION LINE -(303-234-5953) Date : 8/25/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES Property Address: 5323 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $350.00 I hereby certify that the setback distances proposed by this permit application are accurate, and permit Fee : $30.55 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 Plan Review Fee : $0.00 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 USB T8X : $4.20 Code (U.B.C.) and all other applicable W heatRidge rdinanc s, for work under this rm{it. (OWNER)(CONTRACTOR)SIGNED~~DATE l~1~~ )I~1 Total: $34.75 Use: Description : INSTALL 1X4X6' CEDAR TO BOTH WINGS ~ BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : pRD OK SIC : Sq. Ft. : Bullding Comments,- Approval : Putillc Works dortiments:'Approval: Occupancy: Walls Electrical License No : Company: Expiration Date : Approval: Please Nate: Owner/contraetor is responaiFle rnr i-c~-'n,, lines and constn, t iI-1 i,•r ; mc ; ,r CGtv iz cc( rc:;; , Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval: Approval: (1) This permit was issued in accordance with the provisions set foAh in yopur application and is subject to the laws ot the State of Colorado and to the Zoning Regulalions and Building Code of Wheat Ridge, Colo2do or any olher applicable ortlinances of the City. (2) This permit shall expire if (A) Ihe vrork authorized is not commenced wilhin sixty (60) days from issue date or (B) ihe building authorized is suspended or abandoned for a periotl of 120 days. (3) If this permit expires, a new permit may be acquired for a(ee of one-half the amount normally required, provided no changes have been or will be made in the onginal plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full tees shall be paid for a new permit. (4) No work of any manner shall be tlone Ihat will change the naturel Flow of water causing a drainage problem. (5) Coniractor shall notify the B"Iding Inspect n-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card bafore proceediingwiths phas ejob. (6) The issuance a or t prov I of dr ' specifcations shall not be construed lo be a Dermit for, nor an approval of, any violation of lhe provisions o~o nce, law, mle or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. nug 23 04 12:00p Reding 303-650-8234 p.3 COMMUNI7Y DEVELOPMENT DEPARTMENT BUILDING INSPEC710N LINE -303,2345933 ~ g CfTY OF WHEAT WOGE 7500 WEST 29TH AVENUE YVHEAT RIDGE, CO 80033 - (303-235-2855) roC0Rj0~ APP7.7!'A Provem owmr: Nj t lo ~ ;nt-S 1'ropcrty Adda,ss: C; ~1' . : , 3 oj 3 `i onvnctor Licc`ue No. . ('omPanV: OWNERIGON7RAClOft 3I0NRTl1RE OF UNf)6RSflWOW6 ANDAOREBIEM I hereby certtly thal the setCack d'atances DroGoseE by thie permit applicatlon an Construction Value:$ accurete, antl do not vrolete spplivbVa wAinanws, ndes or ngulations o1Me City oF Pemtit Fee: $ NTeet Ridge or covenan6, eauments or restricUoro of reooN; Nat all p~y~ Review Fee:$ measwemants slqwn, m~d a4agations matle are aocu~ate; that I hewe reatl antl agrea W a6ida by all wndiEOrn printad an Ihis appliation and tlql I auump (uA rasponsiDildy for mmpliance wilh the yMeal Ridge 8udKtq Code N.B.C) and ap Ice Taa oMar appliesbla VNheet Ridpe Ordimnws, br woAc urWer this partrvt '['Otal:$ i:7 t 1 1._ "l/ 1 I (RVN6Ir00HIRqCT0iy9GNEr L-~(bMJHixWN11iALT0t»:PRINT~ Description: J~ 1 c Sq. Ft. aaaed ONING COMMENTS' Approvall~i~ Zoning: ffzz~) uiLoiric CornMears: ApprovaL PUBLIC VUORKS COMMQJTS: AP{NOYeI' ccuoancv: Walls: ~71~~"}Cfc~ ~~G1T 1" 6cA L-.-'in(~ J' BUILDING G~~~, I~~Mi~ n; i M1 ! ~---_===___I Roof: Stories: Residential Unils: Etectrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expratlon Date: Expiration Date: Ezpiretion Date: Approval: Apptoval: Approval: (1) This pamN was'ssueE In eaordenea wiMi the provisbre sel forth in your application and is auDjectlo the Iav.s of the Sbte of Cobratlo anC M the Zoninp Regulatiom antl Builtlkq Codes of WMeat Ritlpe, Cobodo or eny aher applioDb oNi"nms of the City. (2) The partrit ahaY ezpire if the v+wic euMoraed is rat comnenced wiMiin sMy (80) days from issue daea o, (E) Cie builAirg authorized is suspaMed or eberMOnetl for a periotl of 120 Cays. (3) Ii Mis pa"d expiras, a naw parmi[ rtny Ee aoQuhed br a fea of one-haM the amount nommly requind, provided rro thanges have been orv.ill ba matle in ihe original plare and apecficatiom and any wsponsion or abandonmarrt lus not exceeded one (1)yeer. ttUUnptrshavebeenaifwspemionorebsMOnmaritezceedsone(7)yaar.NlltaessAaliEepaidforanewpamWt. (4) No Mark oT any'rennar shap bo done ihat vAll chanpe tlq iqNel flowot wator qusinq 8 Oraine{p problem. (s) conhacaor sAall notQy the Buildirg Inspector bwnty-tour (24) Iwurs in aawnw for all'vmpectiom arq shail receiva v.rilten approval on inspecdon wrd bakre prooaed'np MiM Suooasaiva pMSes a/ the pb. (6) The asuanca M a pomit or Ma appmval 01 Erswirgs and ¢pedRCalions slwH rwt be consVUetl to be e permit (or, rwr an evpm"i of, any vbla0on ottlx provtions o( Mo OulWing codes ot any Mher ordinance, law, rule or regulation. TION Building Partnit Number. Date P,o,ie: Phore: Chief Building O(ficfal Aug 23 04 12:00p Reding 303-650-8234 p.4 RW.18.2004 I:ISPM N0.774 P.6 P LOT P LA N FaR MELODY HOMES,NC. LOT 11 . BI.OCK - 3 , SK111NE ESTATES. FlIJNG 3 CITY OF WHEAT RIDGE. COUNTY OF JEFF SON STA'fE OF COLORAD4. ADDRESS 5323 NEWCOMBE TREET 0 46-50 N00' 13 1 6.00 *7•3I U.E. t o' u.E ~ ~ ~SE~BACK ~ ~ (-SE _ I (RI rnl' ^ Tr~'I ' I'~ n n LO l~ _ 7,920 Sf t.~ I i--~7 , . - I .o• ~I tiv p2624 a.J ~OI WMT ' nl (~16Nr I ~ mG-q7.1 GARAGE I W I 21 o ~ b ~ ~ ~ o• W~ ~ ~ ~ Li oRJvFwnr I I I~- I I- b. _I ~ I_ - - r I- - ia• U.E. io• U. ~sa ) 42. NO 1311 W +9~2 NC N6WGOMdE STrEE7' INGO STAKF, MODEL 2624 RM E~EV.~c LOT ARFA (4F,) - 7,820 ~ NOl1SE Ni~A (S.F.) - 229A.03 I. .x 4 s=rwfiraa~ rtu ra n~a COVERAGE~ 29.07L ~ eLoc. n~+r- ze.u s opr~cp.i~oa acw ~n~o tK'e41CIR 4F nc 9iMKNK NK m m[ AV6. lLDG. HpGNT. ]525' pE ~MIIq~sWw~C[.~.rFRMNtiwx6~nawuv AVG.F.G~ Hb.q IG CG~IpfI~IS f MIMN~ lOP[ FLII Caeill )OW[ ♦ 1M t plMl MO.aF°o :w~smyi~n~ pe.r. rs.w~1 ~mmiiuena. 3 10~ ~d MiNmYE 1MC 19YMe~TO R1~0 SmnG xe.~ arambmu, TE dpim~ ~110M R~ws REM 4 aPPNOVED FOR STNfING ~~~~i01~+U1 Q 19WAIPJt SERNCE unp ~T' LI~T ~Z • x' lT~GOER I~wwm SRNITMY gwE'R SERNGE F~o~~OUNNE W'LK ~p}~py~~~7~!~~ la uOMT PIXE z~~ E' •~R ICT COVFA119E M ~~'l~CS iPl-LN. YtFllIE NMRANT ~ME~.ODY HOMES MINtMUM SETHACKS: 1•=20. FRONT: 20.0' OATE:04-79- ttoar saewauv ac% 1M~ 6700 :~957 $ SIDE:?-S'REAR: 10' R ►a9nmvsrsn w. m02o EV: BpNS: (90~ ~6e-189f ~ STREET SIDE;$Q,,Q BT~ BMA P F~' l8041 ut-tseB ~ BMINIMUM ETMEEN STRUClURE5:15' JOB N0: 3KY3 ~ s o w N CD t-4 U A0 ~ a , o r ~ a w w w- o w • :3 N s ~ fl ~ < (D ; r~ 3 Q U', d a (D o ~ o ~ ~ ~ 3 ~ ♦ / ~0 ic 0 ~ c tD z ~ ~ _ - o~ 0 o ' v r* cn m W ~ < m ~ N~ r ZNN~ ~ m z n N ~ (D o v ~ m ~ ~ 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 : 17228 Date : 6/15/2004 Property Owner: MEIODY HOMES, INC. Property Address: 5323 NEWCOMBE ST Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable,W~h,eaAt Ridge ordinances, Jfor~ w_or~k under this permit. (OWNER)(CONTRACTOR)SIGNED'',~K. DATE (n`I Construction Value : $206,943.00 Permit Fee : $2,070.91 Plan Review Fee : $100.00 Use Tax : $2,483.32 Total: $4,65423 II^^ /S a~~ Description : 2624 C- W/ 3 CAR TANDEM GARAGE, FIREPLACE IN FAMILY ROOM, BAY WINDOW ON FAMILY ROOM, AIR CONDITIONING - 5.0 TON 111- BUILDING mlP~,aP n~ DEPARTMENT USE C plNRu /contractor is respon,ir:c lines a ~~PnsWctino imrol. ~crI to ZOning'CqlTlment~7 appro~H'plan and tcyuire1'~~~~lc; zn „and,:r Approval : TRC OK The City is not responsible for inaccurte infcnxi:: submitted within the plan set and any construct;( Zoning : PRD errors resulting &om inaccura[e information. Building Cpmmen#s:, Approval: CR PubliC`Warks Comments:' Approval : DFB Occupancy: Walls Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS OK WI ADDITION TO FOUNDATION PLANS FOR REBAR SCHEDUAL OK. 6/15I04. SEE ATTACHED SHEETS Roof : Stories Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OKIKS Residential Units : Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issued in acwrdance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and euilding Cotle of W heat Ridge, Cobredo or any other applicable ordinances of the City. (2) This parmit shall expire if (A) the work aulhorized is not commenced within sixty (60) days from issue date or (8) the building aulhonzed is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permil may be acquired for a fee of one-half ihe amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall be paid for a new permit. (4) No work o( any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Conlrector shall notify the Building Inspector twenty-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceediing with successive phases of ihe job. (6) The issuance of a permit or tha approval of drawings and specifcations shall nol be construed to be a permil for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. Chie ~ Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVETAPMENT AEPARTMENT s BUII.DING INSPECTTON L1NE - 303-234-5933 CITY OF WVHEAS RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Propeayowner: i YLC'.(oC) Propcrty Additss: GonR2ctor Licrose No.: CottonY- Y2~.~%r vC ccu,~~~- 0M7NEPM0NTkwC70R SIGNATUa6 OF 1iNDERSTANpp:G N:D AGREFINCN7 Building Pemut Number. Date: Phone : l ?jy Phone: IhncbycenifythatOicscibxkaisLaccapropoaedbylhispemtitapplicalionm aceuntc, COriStillChOllv2lllC:$P~~ anddonavidamappliqbkordinanea. ruktprmguhrionsvfAeCltyo(WlKatRidgepr permitFee:$ 0~70 ..q! tavenanis, tasanatta a testric{ions Mrotdd; Jut tll ntElswemrnls flwwn. md af kplione made ac accuralr, Ihat I havc rpd and 9ifa w ahide by WI wnditions w+n4a ow tI.:e Plen Review Fee=$ I c~. ayptiatim and thai ! sfsume Poit respomi6iliry ta eompliance xiN IAC Wheat Ridge 9uilding Code (U.9.C) and all aher appiicable Whcat Ridge OMinana:, t« wotk undo USC T1X:$ Ihis pertnit. Tolal:$ (OwK'EftxCON7AwCYOR):SIGNED DATE I (OU'kERMCONTRACTOR):PRINTED DATE I I DESCR1PTlOri: 9 rvi , ~CQL'1~C.t.~~ ~U.;L~y.L.../ ~l-l(/ ~~Vl~.fc:.v lVi_ ~~C✓Vi[~~-{. !V-~.- \lf-~(-✓' `~~'iL~~ ~ILL'u'~-'L..,{ r BUILDIIVG DEPAR7MF,NT U5E ONLY STC: Sq.Ft.: ZpHINp COMMlNri: . Approval: OY-6, Zoning: ~ sU,LD,NaCoan.zws: Approval: n_1__r, F~-ET vo.ucwrnucs ~eo«; exrroK~ $E~ f!'TT'•^tGl4~A SI./~S Occupancy: Walk: Roof: Stories: Residential Units: Elatrical T,icrnse No: cq 5 yD Plumbing License No: V7?j ~Mxhaoical License No: ~'7? Q C~Y•'~t,csiG/~ F.ct_ ~ .r~C~ Co~any: RICompany~u J o.. Eapuation Aate: Fxpiratioa Date: Facp'uarion Dau: Approvai: ApProval' ApProval• ~ (1) 7'6:e vd++wlw~ iasuW 'a aaaNuKe w•nh he porivnn . krth i, yarapp6c.ee...4 'u sobjx,b 11x Nwa of16eSoa a(Colando uM m qs 1a.'m; ReiuNO=ane BWWiryS CoOn of WkM Ridpe. Cobrsdo emy dha+pVk'+bk admanca dMe CSry . (7) 7Supcmwik.6sap4ei!</aYKVak+adwhNhea~edwi0iey*ry(60)d~ystrom:uredakw(8)ftbm1Wio6m&aizsAissuryqpOsAa ahaneemM fara pniad of IZO dryc 0) If this pcm.k cxp'uu, a new y.i, roarle "Wrod fa a f« af o~e-Fal(Jrc an.o~YymquilW yroidW on rn+nges Mve becn ar ~ill De made +n Ae ai~W pNns aed fvx+fiutiow ~d rY Amentiw a abaedweeellus on e+ceed~d onc ll1 Ym- If eMnga irve 6rm « i(awpe.~ w eW.donmcw c.a.dr we ru~, fW fca mue eepid W~ aew pmoii (4) No wak Maxy mwia shae be daae iLa! wil sWge tlw aaaW ibw of.~nmut a&aaye poblem. (5) Caeaxw sLtl m4fy tlw Baidie{ Ixyenar'wmp•tmr l24) Ams io W~ for atl mspatioes rM iiutl wceiw Wriwm qMa1 an impeniw carA betaremoccedin;whpacaui..pLaµ* aflFejeL , (6) 7MawuoeeMaqrdida6c~nwAofdn' andVaNecraoea~tl~uhtenwedb6eipem.hfar.ea 44~"d~~nyrio6eanMtlro p~rnisimnef~y:Nin~{eodes«uLw.rWeaxsa6tiw. , zo •d ~si nooi 6i JdJ zsszs~a~os: xp~ md a9NzrrNro-ld DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII.DING PERMTT APPLICATION Date: (n" I,~"O0 Applicant: 1`12IoAS, ~PMe-S Phone# ~O~ - q(ob~ 31 Location of Construction: 6-3z3 Purpose of Construction: 51.ja,4E Building Permit Value: Single Family x Commercial DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 (for document processing) Single Family Rcsidence Review Fee: $50.00 (for reNiew of applicable technical documents) Multi-Family a ioo. m S So . o0 CommerciaUMulti-Family ReNiew Fee: •(for review of existing technical documenls) $I00.00 •(for review of technical documents for consWCtion in Right-of-Way. Final Drainage Repon, and Erosion ConVOI Plan) 550000 S S CDOT Aaess Permit Fee: a100.00 (for documem application and processing) TratTic Impract Study Re-dew Fee: S100.00 (for document review and processing) a S Flood Plain Variance Review Fee: kfor documeni rcvicH' and pruc:cssing) Class I Applicalion: $300.00 Class I Publicalion/Notice N/A Clas.c II Appliqtion $750.00 Class Il Publiption/Notice $90.00 TOTAL REVIEW FEES (due at time of building permit issuance): S E S $ /SO.00 PLEASE NOTE THAT IN ADDIT70N TO 7'FIE ABOVE FEES, TfERE WIl.L BE ADDITIONAL LICENSING AND PBRMITTING FEES REQUIItED FOR CONSTRUC7ION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Signature of Applicant ,~R,UZf~bl. Date Aw 06'OJ 04 w~~ DEPARTMENT OF PUBUC WOAKS BUItDING PERMIT APPLICATION REVIEW ~ tn' Dale: O y cOL O R P,90 Location: 5 3Z3 /1~C4~~oirtBE ~I~E~T Attention: Building Department 1 have reviewed the attached matcrials submitted in application for approval of a Si.~GcE F.~t,.~~c y,2ESiD~vcc at the abovc referenced address. Pleax note thc summary commenis below. 1. ✓ Boundary Closure: 2. ✓ Drainage: OK _ Not OK; refer to stipulations. a. Drainage plan and report neoded _ b. Drainage plan na needed c. Lot drainagdgading to be reviewed by Building Division ✓ d. Sitc drainagdgading provisions have ban reviewed and are: 6~oAe o veX~o7-D ✓ OK Not OK; refu ro stipulations. 3. ✓ NPDES Permit Rcquired: _ Yes ✓ No 4. ✓ Public Improvements a. strcet paving xeded: Yes ✓ No b. curb and guner needed: Yes ✓ No c. sidewalk needed: Yes ✓ No d. svat IighLt nxded: Yes y/ No c. stam uwer needed: Ycs ✓ No f. ktter of credit requircd: _ Yes ✓ No If a letter ot credit is requued, for what impwvements? .~/sF Amoum of letter of crediC N/iF 5. ✓ 6. Subdivision Agxment required: Development Covenant requ'ued: If Ycs, for 7. ✓ Traffic impact analysis and report required: Yes No 8. State }lighway Access Pemiit neoded: Yes No 9. ✓ New roadway oi alley R.O.W. dedicaaon rocommended: _ Yes ✓ No If ya, what is recommended7 10. ✓ All txisting dedicated rosdways/alleys meet the snrdards of tfie Ciry: ✓ Yes _ No If no, which do no1 ard what is requested: "l1A Il.i APPROVAL: The Public Works Department haz reviewed this request and hereby giva its approval, subject to the abovc and/or attached stiQulatioiu. 6~is~n4 Signurure David F. Brossman, P.L.S. Date 12. '`14 NO APPROVAL: The Public Works Dcpar[ment has rcviewcd this request and does not give its approval for the rcasons suted: Signature David F. Brossman. P.L.S. Dare (sRA~D/Nb CE72T/F/~itTlOnl LETIE.~ FROM F~E. 13. ✓ Stipulations atuched: ✓ Yes _ No oF'G.O. 14. ✓ Summary Comnucnts: Anr dama¢e a thc uistine Public Imorovemrnts as a result of this consauction is to be repairod w w"A Citr sunduds bv ehe Permit Aoolicant prior to the issuance of [he Cenificate of Occuwncv A Dninace Catification Lena is required oria to the issuance of the Cenificate of Occuoancv Yes No Yes No DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29T" AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED ~//s~0'/ ADDRESS 53z3 /cJ~[Jca~Jt3c Dear Contractor: 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 ]ocated along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as detemvned by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condiuon(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, A2,--XO A"~ David F. Brossman, P.L.S. Development Review Engineer Cc: File Rcv 4103 ResidenHal Worksheet (SF/Duolea) R"St.~ 2.9' Submittal requirements: Copy of Deed ZO' Site Plan (to scale) ~ Elevations ~ Address: Zoning; frtO L7se: P-t- S Property in the flood plain? tAO Lot Size: 19ZO sq. ft. Lot Width: tey ft. Maximum Lot Coverage: 4-o % 3160 sq, ft. Proposed Improvements: ~ Existing Impmvement(s): House: ZI~' ' sq. ft. House: sq. ft. Addition to House: sq. ft. Shed: sq• ft• *Shed: sq. ft. Detached Garage: sq. ft. Detached Garage: sq. ft. Other: sq. ft. Proposed Lot Coverage: (Total) Required Setbacks: FR ? O Pmvided Setbacks: FR ZIC), zc0• a Mb '/0 g 1.t $ 1•s~ S P~ S S .S zI34• B-i 8. R lo R 31 . 4 Maximum Height: 3C' ft. Proposed Height: Pcf'LN ft. Maximum Size: 3180 sq. R. Proposed Size: Z134 sq. ft. For one and two-family dwellings, the first 25' of driveway azea from ihe existing edge of pavement into ihe site shall be surfaced with concretq asphalt, bridc pavers a similar mataials. For all uses otha than me and two family dwellings, no vehicle entranoes or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. In residential zone districts, curb carts shall be at least 10 fcet and not more than 24 feet in width. One and two-family dwellings may have horseshce driveways, pxovided that the street accesses are at least 30 feet apart, measured from the interiar edges. For all uses, one access point per property is permitted. +Meta► sheds in excess of 120 s.f nd allowed. La.dscaoina Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required 100% of the frant yard and 25% of the entire lo[ must be landscaped prior to issuance of C.O. Street trces required: Strcet trecs provided: Information .ToBuild On Eng/neerlrg • Consufdng • 'Itstlng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5323 Newcombe Street, Lot 11, Block 3, 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 I, dated March 1, 2004 2. "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," by Noe, David C.; Jochim, Candace L.; and Rogers, William P.; Special Publication 43, Colorado Geological Survey, 1997 Deaz Melody Homes, Inc., Professional Service Industries, Inc. (PSI) has completed a geotechnical evaluation for a portion of the subject subdivision that includes the subject lot. This 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 Geotecluucal 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 fieid and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The 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 moishxre content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Intlusiries, Inc. • 4765 Indepentlence Street • Whea[ Ridge, CO 80033 • Phone 3031424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 11, Block 3 FOUNDATION RECOMMENDATIONS Job No. 532-35120 March 1, 2004 Page 2 of 5 Based upon the subsurface condirions 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 foundarion 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 addition, 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 azea aze commonly constructed as either structurally supported floors with a void space beneath or as a slab-on-grade, depending on the swell potential of the subsurface profile. The determination of whether or not a slab-on-grade floor system is suitable for a particulaz 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 construcrion has been used successfuliy in the Front Range azea for basement floor support on lots where the siab 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 potentia] risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated Yo influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-grade 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 siabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generaily considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze 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 aze 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 constnxcted in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as siabs-on-gade 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 elemeuts 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 1, 2004 Lot 11, Block 3 Page 3 of 5 available construction technology considered to be within practical, cost effective limits are not available to preclude movement of these slab-on-gade 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 heaving or compression of the supporting soil and/or bedrock material, but also as a result of concrete curing stresses. The homeowner should closely follow the precautions listed below for all slab-on-grade construction. These details will not reduce the amount of slab movement, but aze intended to reduce potential damage 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 lazgely controlled by proper and responsible homeowner maintenance and irrigation 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., construct 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, venrilating, and air conditioning systems supported by slabs should be provided with minimuxn 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 partirions that aze placed on the slab. In finished areas, all furring strips, drywall 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 stairwells should also be designed for this movement. Recommended conshuction details for partitions, doorways and stairwells aze presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could ezceed the partition void space recommended above. These void spaces are not intended to anticipate total potential slab movement. 77tey 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 pario 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 foundafion or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of garage door tracks and door jambs from the gazage 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 dischazge to a positive gavity 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 l, 2004 Lot 11, Block 3 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 azound the foundation, and ulrimately 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 azeas to help control humidity in the crawl space and living areas above. The use of black heavy gauge polyethylene 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 structure. Our experience has shown that if the Homeowner properly maintains the items summarized 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 positive 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. ] 0 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 stopes mentioned above. The addition of rock, bark, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation waii 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 are buried, they must be constructed of non-perforated pipe. We recommend that splash blocks, or any impervious material, be placed beneath sill cocks and extend at least 3 feet horizontally from the foundation wall. 3. Particular care should be taken during final ]andscaping 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 neaz the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 11, Block 3 Job No. 532-35120 March 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 azeas should be underlain with polyethylene or geotextile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decora6ve areas should be constructed above the adjacent lawn or ground surface, and should not impede drainage with grass stops. Refer to Exhibit C for a recommended typical decorative 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 foundation walls. Where practicable, main sprinkler lines, zone control boxes, and drains should be constructed at least 10 feet from the foundation walls. I.awn 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 construction 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 floor system to be constructed may change. If foundation or floor system recommendations change, tbe Builder should nofify you of the change. SUMMARY This letter is only a summary 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. 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 confent. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There are risks associated with construcrion 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 deternunation as to whether slab-on-grade construction 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 known 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 local and regional soil and bedrock profile and iYs variability, 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 fixture ground water conditions, presence and location of nearby 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, irrigation 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 evaluation 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 potentia] 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 yeazs in the Denver metro azea, 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 lndustnes, Inc. Paee 1 of 3 March 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to tUe results of swell tests (i.e. measured swell), the Colorado Association 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 are reproduced below: TABLEII RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Perfonnance Risk Cate o Representative* Percent Swell (500 sf Surchaz e) Representarive* Percent Swell (1000 sf Surchar e Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 Hi 5 to<8 4to<6 Ve Hi h > 8 > 6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured 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 anticipated zone of moisture content increase (often refeaed to as the depth of wetting) below foundation excavation depths when considering ali of the above factors. A current 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 tnne regardless of the performance risk category judged to be representative of a given site or area. 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 area 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 recently in the Denver metro azea have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of'/4 inch, a maacimum crack width of Ya inch, and a maxunum differential elevation across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Seivice lndustries. Inc. Page2 of 3 March 1, 2004 Basement Floor Slab Performance m .S 60 m 50 a~ x "r 40 W v 30 ayi ~ 20 ° a 10 x O y 0 = Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as structural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There are 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 aze not the best option. Based upon the combined experience of iYs 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-gtade 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 azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of strucriually 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 unusuai instances, the normal movement can be exceeded. In construction 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 years. Homeowners must accept that s]ab-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 technology within practical, cost effective limits. Professional Service Industries, Inc Paee 3 of: March 1, 2004 Spike as required Partition v for stability . I ~ ( Molding, nail at bottom onl~ ~ Void Spece Drilled hole Concrete slab 111-~r~~ I r_ - Wood 2 x 4, nail to slab ~ Info~mation VOID SPACE DETAIL FOR L/'"'~ .ToBuildOn PARTITIONS ON SLABS Engineer/ng•Consutting.re5bn9 EXHIBIT B Brick or siding 5' Minimum Frame Wall Rock or bark area with downspout extended beyond edging ' ~ ' ' ~~'4i } ~ , ~ • . ~ ~ ~ I ~ , Foundation Wall edging or to allow tbHaintain ~ water from ark area minimum slope of 10% awey from toundation l btinimum 6 Mil Polyethylene or Geotextile Fabric aloped aeay from foundation under edging to top of grass Information RECOMMENDED LANDSCAPING L/"`EMUToBuild On PROCEDURES Engineering • Consuking • Testing EXH I B IT C' PLOT PLAN FOR W) MELODY HOMESINC. LOT 11 , BLOCK 3, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5323 NEWCOMBE STREET 00 4b.bu NO0° 13" 1 " 66.00 " 1 47.3u f U.E. 10' U.E. ~ ~ -SETBACK 7 ~ 7SE - ~ ~I _ I " ' ~ ~ -p- o-)l~ o LOT 11 ~ I - CO 7 920 sf. ' , V i sTOOP~FReA. ` GSD I ~ f I \ M ~s.a I r-- v ' M 10. 10. I I~ r- I 91cc ~I 12.9 fRPLiNFR i ~ II I O I I O e I oI ~cwAw I N N ~ ~ o, ~I 2624 I J ~ 10 8 j I OI ~ BSMT . Cn ~ a II l~l o a O I O~I N n ~ ~ 1 43 ~IVNT I I w 8V ~ N I ~ a3.a . TU F_ NI GARAGE aa.a I l I 1.C ~I I I I 21.3' ~I ' I I e 90' ? DRIVEWAY I w 7 I L L 10' E. 10' U. 42•40l NOa° 13" 1 1"W 66.00" 43•271 NC NL-WGc~Mt3E Sl IZEET INFO STAKE: MODEL 2624 RH 3 CAR ELEV. C LOT AREA (S.F.) = 7,920 ~ HOUSE AREA (S.F.) = 2294.03 r.~ruean~ r~o~ G- COVERAGE= 29.0% 1. THIS PLOT PLAN OOES NOT SHOW LOCATION OF VANDOW WELLS. FOR THEIR BLDG. HEIGH?= 28.25' LOCATION SEE STRUCTURAL ENCMEERED PLANS. 2. DIMENSIONS SHOKN AROUND THE PERIMEIER OF THE STRUCIDRE ARE TO THE AVG. BLDG. HEIGHT= 23.25' E%TERIOR FOtIN0ATI0N CORNEftS. AVG F.G.= s/(o, /i 3. PROVIDE ANO MAINTAIN POSI77VE DRAINAGE NWAY FROM ALL FOUNDAiION WALLS PER WARRANTY REOUIREMENTS. (0.5R MINIMUM SLOPE FOR CONCREIE PNNSJ 4. THIS PLOT PLAN SHOWS PROPOSED IMPRObEMENTS ONIY. FINAL CONSiRl1C110N ZL MAY VARY 5. FOR OUESTIONS REGARDING THE FOUNDA710N OURING E%CAVA710N, FORM SETiINC, AND HOVSE CONSTRUCPON REFER TO THE ENGINEERED FOVNOAiION auns. , REVIEWED & APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: ❑QUTILITY PEDESTALS o Z CHECK FORMS BEFORE POURING E REQUIRED T WATER SERVICE R=PROPERTY LINE x Nw 48 HOUR NO IC QS SANITARY SEWER SERVICE BOW=BACK OF WALK w 0 r z ° 2' STAGGER REQUIRED FOW=FRONT OF WALK Xk LIGHT POLE 00 zO ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL C ES f~=FLOW LWE ~AyFIRE HYDRANT -"-"-"-SETg ACK ~ 40% LOT COVERAGE POR RAN H EASEMENT CALL UTIIJTY NOTIFICATION MINIMUM SETBACKS: 1"=20' SCALE INC. (WMELODY HOMES CENTER OF COLORADO FRONT: 20.0' : DATE:04-19-04 11081 SHERlDAN BLVD. 1_800_922_1987 iH ~crno SIDE: 7.5'REAR: 10' REV: WESTMINSTER CO. 80020 °"534-6700 OENVER ..=-~d~•~~ - STREET SIDE:20.0' gy: BMA PHONE: (303) 466-1831 MINIMUM ' ~OB N0: SKY3 FAX: (303) sss-zssa BETWEEN STRUCTURES:15 °w=r ~ m N 7 W n A 0 N ~ t0 N W O W 0 7 N S N N Q fD N 7 N a . ~ ~ N a CD ~ 0 ~ ~ v Lf N lv C- 0 Q D a Q ~ N N ` • 0 ~ C: 0 ~ ~ Z ~ CD 0 o ~ p 0~cnm < ~ N~•m ~ Z ~ vCD, ~ 0 om n• N~' ~ (D 0 0 0 m lu ~ w~ oS wcl) w3 0 A p ~ IW O W O 7 N S N G fD Q fD N 7 N a CD n w Oo . ~ ~ ~ N 'a (D ~ . o ~ ~ v L. 0 v a a N N n 0 0 ~ C c~ o v ,w O W ~ N m ~ • o ~ ~ O Z °1i+ U! ~ v = < z C~ y -I ~ o v ~ m ~ ~ ► 49 -fi _ _ 21 -4 15-3 10-fi 10~-6" ~a s ~ a 2 = ~ _2 2 -1 d s ~ 7'-2,• VARIES PER PORCH 8" 6X6 WELDED NhRE SHOP PRIMED FABRIC. 4" CONCRETE SLAB 5'-2~~ W8X13 ON GROUND. BREAKOUT STEEL O P T I O A s » STO P - ,W _ 49 _ 6 - , TOP ANO BOT. ~J' -6 ~ X ~-6 coNr. REiNF. CONCRETE HA NC a TOP OF HAUNCH TO g AT OPT. ST00 O BE 8" BELOW TOP OF WAIL. fO 2-#4 X 5'-0" n TURN SLAB EDGE o DOWN TO HAUNCH BRACE WALLS ~ AS REQUIRED. BEFORE °p /f BACKFILLING. O O OC) o ~ f r 111 , ~ O r-- - i~ ~ z 6 2-~4 (SIZE VARIES t PER PORCH) ~ ANGLE EXPANSION ~.i }t 1 JOINT. i SEE SECTION ~ NOTCH FDN. 8" MA FoR oeT,ai~s. DOOR & MAINTAIN 2 N BTWN. ROWS OF REI (AT OPT. DOOR ONL POLYETHYLENE ~'T I ~ pp 1 t r ii ~ wr t A\ I SEE SECTION 1 VOID BEYOND, SEE SEE FOR DETAILS. i - PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED 1 i ~ . . SECTION g So~~.~i8~~ . ~~-o.. HAUNCH AT END OF PORCH. x ~ 3 I ~ 16" FTG-TYPICAL iwr ~ ~ M ~ UNLESS NOTED rv s i. Fw I f ~~1 J F 1 _ .J y nt VARIES PER PORCH 8" 6X6 WELDED WIRE 4" CONCRETE SLAB FABRIC. N SHOP PRIMED ON GROUND. BREAKOUT S1EEL ~ l W8X13 pp 1 1 P r- J TOP AND BOT. ~ BLOCKOUT ~ U CONT. REINF. ~ M HAUNCH FOR TOP OF HAUNCH TO ~ ~ ~ 7 ~ n f. f BEAM. BE FLUSH WITH TOP ~ 55S }F- r ~ ~ OF WALL. tO 2-#4 X 5'-0" R O 0 1 BRACE WALLS ~ ap BEFORE 00 BACKFILLING. ~ ~ ~ 3-2X4 POST ~tyi•q ~ w ( 4,~ w w `1 F / w 3--2X4 PUST w 22 X 22 X 10 TH I CK ~ I ~ 2-#4 (SIZE VARIES PER PORCH) ~ I,f') I DU t"" e. ~ ~ I - 4 0 W3 5 EA. WAY BQT, I o ~ ~ J Z GA .,j. V 30 F TG. ~ ANGLE EXPANSION NC. tD JOINT. ~DNC. SLAB " ON ~RauNa ~o r » 4 ~ NC. S ~A ON G 4UNa 3~ FTG. r 4 -n o C~ ~ SEE SECTION 1 FOR DETAILS. r r INDICATES PLAC POLYETHYLENE ~ rr ~ MATERIAL UNDE ~ ~ SEAL VOID WITH ~ n1 Rnr-►~,raF~s* nr trn.in. ~~n~~rTFS PI ©T~ J fl('`ATl(1At - - - _ r T i - r SEE SECTION 1 ~ °j INDICATES 2X P VOID BEYOND, SEE SEE FOR DETAILS. ~ i~ PROVIDE 1 /2~~~ PLAN FOR LOCATION. P~aN BEAR ON UNDISTURBED ~ ~ BOLTS ~ 4~-O~~ ~F 6 s soi~. MIN. 7" INTO C0 S E C T I O N ~ ~ 3/8~~ = 1'-0~~ MIN. 2 BOLTS P PIECE W/1 BOLT r r r HAUNCH AT MIDDLE OF PORCH. ~ 1 Z~~ OF EACH EN 'L SILL PLATE PIEC ~ NOTCH FDN. 12" T J r ~ Si` t DOOR & MAINTAI o BTWN. ROWS OF y~ a,,. s.` C rv .a !_j a i~ J 7' 1 2 ~W N _ 7 O 4t ~ - 1 I ~ 4'-0' } r ~'e ~ i~ Vsv? MOVE ANCHOR BOLTS AND ~-6 1/2' PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK f i RETURN. ELEVS. B & C ONLY. T~NI~~M 1. SEE PLAN AT RIGHT FOR COMPL 4" t 1 Y s D 1 a. RY t j i a w STEP BOT. OF INDICATES PLACEMENT OF VO FDN. 4'-0"f. MATERIAL UNDER GRADE BEA SEAL VOID WITH POLY. TYPIC BASEMENT 16" FTC-TYPIC UNLESS NOTED j- j4~ 1 t 'r t iii i' r r F u- k o y'~ F L ~ .i }yea i1 J STEP TOP 0 i l o~ FDN. 8" I ~n S ET STEP TOP F GJ FDN. 8' p O C ~„f I 1 i 1 - - o - - - - p:- .1 ~ n p ~ - N L' .l9^ 3'-4° 4'-8" 4'- 2'-9" 2'-9 1 2' '-2 1~ 4'-1" 3 1 ~o, _ LT 18'-2 1)2" 9'-11 1/2" IVvv~muv 1 n I I Vf vfC dV l IVM; I.VVtK WITH MU 2" 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES i LB. FELT WHERE THEY PASS THRU SLAB. +i iH MUULUING. SEE DETAIL 1. TOP & BOTTOM. SUPPORT EDGE ON 8'~ OR v ~ ~ ~~r~LINES WITH 3 LAYERS OF 30 10"0 PIERS DRILLED MIN. 3'-0" DEEP & TO SOLID BEARING (OR CONCRETE HAUNCH i~ c~T WHERE SHOWN). PRnVInF :g4 nnw~i c .w......w. 21'-4" 28'-2 4. GROUT BEAM POCKETS ~ni in AFTER RFAAA is cF7a°. ID 0 C H AT ELEVATi2ou & 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION i- _ •,R,~~ s_ 2X PLATE ON TOP OF BEAM. DOUBLE 2X --1 PLATE. ' SEE DETAIL AT RIGHT FOR PLATE ~ 1 t1 4 -0 8 i~ - t ~ f ' AND BEAM POCKET PLACEMENT 8•• WITH DOUBLE PLATE. FOUNDATION D tt AXE. 2 - MIN . 5 2-#4 TOP & BOT. WALL. CONTINUOUS. -i C BEA - I~ DOUBLE PLATE b SEAM POCKET CONST J ~ BRACE WALLS BEFORE r ~P BACKFILLING. ~ ` Q ~~p ~ o ~~S PL N r ~ ~w- 1 i j ANGLE EXPANSION JOINT. ~,~~b L n~ 4" CONC. SLAB ON UNDISTURBED `K SOIL OR COMPACTED FILL. - W ~ SCORE JOINTS IN SLAB AT W~~ ' . 1 ~ MAX. 200 SQ. FT. ~EAS~~ p~~(~ W o ~ -III, ~t.. ,4 1 J ~ ~ ~ ~ .~~y p Z ~ ~ p Z - a ~ ~ f f PROVI~"#4 X 1 ~-6" DO~L3 ~ ~y~ ~ ~ O.C. MAX. (MIN. 2 ~ ~ ~ 4" V010 BEY D, SEE 0 PER PAD) POLY. SEE PLAN FOR CATION. SEE ~ PLAN r BEAR ON UNDISTURBED ice. ~ ~ 4~~~~1/ SOIL OR STRUCTURAL FILL. :r .~r a ~r ~ T ~ r ~ 1, r I ~~CT~ON ~ 1/2~~ _ SECTION REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER i Y 1- GRAIN SYSTEM, IF REQUIRED. .-.-r r ti al J i F Y 9 ~ ~ ~ w C~J ~ ~ 8~~ 2-#4 TOP & BOT. 1 CONTINUOUS. ~J ~ ~ BEAM Poc~ET EMBED 2X8 OR 2X10 CONTINUOUS BEA - - LEDGER W/2 ROWS OF 20d FORMING i~~ STEEL PIPE COLUMN SEE PLAN, 2 4 UL~ ~ FULE HEIGHT ~ c~ ~ NAILS ~ 12" O.C. (1 TOP & 1 BOT.) -~II, FL00 N SIMPSON 0210 HANGER p~YW FLOOR FRAMING NOT SHOWN, ~ ~ " ~ PROVIDE BASE PLATE 1 2 X 4 X fi OF F WA f p - BENS ~ -6 - ' ~ 3/4" T & G SUBF~OOR 1 f,~ 1 J a.sn r _ t io I t 1 a ~ ~ ~ a ~ FLUS N 2X10 FLOOR JOIST, l SEE PLAN r i _ - - - GRAD GRADE AT AIR SPACE r 4 i ~ ~ • '=1 I I- I- =1 I i III I -I I ~ {t L POLY. SEE SECTION 1 SEE FOR DETAILS. POLY. SEE SEE 4" VOID BEYOND, SEE PLAN s - PLAN FOR LOCATION. BEAR ON UNDISTURBED 4" VOID BEYOND, SEE PLAN BEAR I 1 SOIL OR STRUCTURAL FILL. PLAN FOR LOCATION. SOIL w_ r S ~ ~ ~ 1 ~ I ~J ~ 1/2n = 1i_pii J ~ ~~i ~ ,L o I ~l ~ 1/2ii BEAM TO WALL CONNECTION i. L.. t , i f j`= GARAGE OR TOP ROW OF REINFORCING. f 'S Jy 1~ i MAKE TOP BARS CONTINUOU WITH TOP BARS IN BASEME 2~-6" MIN. WALL. 'iv .r 1- STOOP SLAB. i - ~ FDN. WALL .i ' P . i - BOTTOM ROW I } REINF. EXTEN iii BASEMENT W 0 F' ~Y ~~t i it t- - N HAUNCH F I ~ INDICATES PLACEMENT OF V MATERIAL UNDER GRADE BE SEAL VOID WITH POLYETHYL 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATI0 o t~ r r 1 ~x i s~ t ~6•- e (1 EACH FACE) R. T ~I I'1 T A I 1"" /1 1 ti JI -VUI~Vf-~ 11VIV VVf~LL I~Cllvl-'VI'C~.ll~ly JCC t'LHIV I1V 1U WALL. %a. VL-1\11 1 rl\L-L- uIEViGJVJlvlY,D Eawtumn t".~ IT qti s 'U"JVJ IKUU IIUN, I it or vat. of [J E A 1 L 1/ 2.. 11_ p 11 i 1 r 1 H ~ F- v AUNC AT BOTTOM ! f 6. AS OILS ENGINEER SHOULIJ/~WY ~ to 00fSKON ALTERNATE BOLT ON HAUNCH BY OTHERS. CRAWL SPA( TO VERIFY FOUNDATION TY Y e any of the provision I qo 9 -"w~ ¢ ! f fa c violate pi 1,11p t>#f ~ L t ~ I E p ~ or K I ~ r-14 'm~" h ~ I ~9®~..3m wma.saaava~t~°aP9 ~ f#t1119 i it$°ity tn OM STEP BETWEEN GARAGE OR 0 A 10"`~ St_ PL. A C~K A P-" N 1 T \A /A I I \ni n i i rovic~Tni