Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
5354 Newcombe Street
`zot70617s Gl 3S�Nevt��S� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless. this cards 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 Ins ector itials Comments I Pier -� Concrete Encased Ground (CEG) Foundation / P.E. Letter t Do Not Pour Concrete Prior To Approval Of The Above klwctio 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 �d " J 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 Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof r Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For iow vonage permits — Rease De 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 ik 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: / eenc � Job Address: J�.�-� j't S Permit Number: ❑ No one available for inspection: Time ! C./• �(__,AM/ M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: /V Inspector:6/% 'J_ 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: 306 /1) l Job Address: 535Y /IIP W l_a m e Permit Number: 2d 17 d 6 222 ❑ No one available for inspection: ime " AM/PM Re -Inspection required: YesNo When corrections have been made,(a for re-inspectionat303-234-5933 Date: O a I Inspector: 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: Permit Number: 90/7 O 6 a ❑ No one available for insp tion: Time AM/PM Re -Inspection required:Ye No When correct" ns have been made, call for re -inspection at,303-234.5 Date: _! 17 Inspector:_IT - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201706279 PERMIT NO: 201706279 ISSUED: 08/17/2017 JOB ADDRESS: 5354 Newcombe ST EXPIRES: 08/17/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles - 27 sq *** CONTACTS *** OWNER (303)234-0574 PARNELL CHARLES S SUB (303)761-6400 J. Bretz 018118 Excel.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: 12,269.00 FEES Total Valuation 0.00 Use Tax 257.65 Permit Fee 251.85 ** TOTAL ** 509.50 *** 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. 41 City of Wheat Ridge A � 19 Residential Roofing PERMIT - 201706279 PERMIT NO: 201706279 ISSUED: 08/17/2017 JOB ADDRESS: 5354 Newcombe ST EXPIRES: 08/17/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning asphalt shingles 27 sq I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfo ed nd that all w k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. tom. ,— Signa re of OWNER or CONTRACTOR (Circle one) Kate 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 andmay be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. L 7rq�� Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Dane Lovett 2 0 170 v From: no-reply@ci.wheatridge.co.us Sent: Tuesday, August 15, 2017 5:09 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION bc- Property Address 5354 Newcombe St Property Owner Name Charles Parnell Property Owner Phone 303-234-0574 Number (enter WITH dashes, eg 303-123-4567) =6 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract excel@excelroofing.com Yes Roofing Contract - 073117.pdf CONTRACTOR INFORMATION Contractor Business Excel Roofing, Inc Name bL Contractor's License 018118 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 3037616400 4510 S FEDERAL BLVD Contractor Email Address excel@excelroofing.com Retype Contractor Email excel@excelroofing.com Address DESCRIPTION OF WORK TOTAL SQUARES of 27 the entire scope of work: Project Value (contract 12269.00 value or cost of ALL materials and labor) Are you re -decking the No� roof? 2 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes 27 / Owens Corning Duration Storm Asphalt re -roof house SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 3 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant James Bretz Email not displaying correctly? View it in your browser. Excel Roofing Excel Asphalt CES 2.1 Cla .xlsx We're on Top of It p y ExcelRoofing.com EXCEL ROOFING.CO 4510 S FEDERAL BLVD ENGLEWOOD CO 80110 303.761-6400 Promsal/ Contract Date: 7/25/1017 Proposal submitted to: CHARLES PARNVELL Address: 5354 NEWCOMBE ST WHEAT RIDGE, Co 80002 Phone #: 303-234-0574 Email: CHARLES@CPARNELL.COM Job Style: SINGLE FAM W/ATTACHED We hereby propose to furnish materials and labor necessary for the completion of: I. Installation of the; Owens Corning Duration Storm Limited Life - Class 4 impact rated asphalt roof system installed per the manufactures recotntnendatior Intuai here:_f: P Color: j w17E CAW K A. Provide Workman's Comp and Liability Insurance. (Acord Ins 303.762-1717) and Pinnacol ins. B. Obtain building permit from city or county. (cost not included) C. Provide Carbon Xlon©xide .Bann at start of project. D. Remove all layers of existing roofing, currently has: 0 E. Inspect Roof decking; $ 55 per sheet to replace if needed. F. Ensure that all eaves and gables have metal drip edge. WHT G. Install New shingle underlayment(s) that meet or exceed code: Synthetic H. Ensure all HVAC vents are properly flashed & painted. Install & punt new neoprene flashing on all plumbing vent pipes. I. Install asphalt shingles to manufacturer's recommendations with I':; inch galvanized nails, 6 nails per shingle. J. Attic ventilation: Excel Roofing recommends; REPLACE EXISTING I- Install matching ridge shingles. L. Final inspection with Project Manager at completion of project and call for final permit inspection. II. Workmanship is guaranteed for Five (5) years. Free transfer to new owner. III. Excel Roofing will clean up, use nail magnet and haul all debris at completion of project. III. Excel Roofing will wash the roof at completion of project. A Additional items: Y INSTALL ICE AND WATER SHIELD PER CODE Any and all Unforeseen Code Upgrades, Supplemental items and permit fee will be billed to the Insurance company, if it Is an insurance claim and the policy allows. Excel Project Manager: Clay Condon Email: Clay@excelroofing.com Phone #: 303-901-5761 Excel Roofing We're on Top of /t Exce/Roofing.com Excel Asphalt CES 2.1 Clay.xlsx Poges 1 of 2 Excel Roofing Excel Asphalt CES 2.1 Clay.xlsx €xcelRoofing.com We're on Top of It IV. Home and Roof Options: Cost for removal and replacement of Roof, including all labor and materials. $ 12,269.00 Replace 0 Feet of 5 inch gutter 0 Feet of D/S Color: N/A $ - Cost to upgrade to a Limited Ufetlme Class 4 impact rated shingle Free Cost for additional attic ventilation if needed; $ Cost to replace flat roof area with: Color: N/A $ Cost to add 0 inches of blown in insulation on top of the existing attic insulation. $ - Cost for any additional items noted on the 1st page of the contract. $ Payment Options: *Please Initial next to the payment option of choice* A: Payment using Financing: *Payment plan options, WAC* Amount to be financed $ 13,005.14 `Please note that Excel does not snake any additional money on these fees & loar Dealer # 11545 ph 4 866-393-0033 12 Month 0% Deferred Interest 60 Months 7.99% interest 120 Months 7.99% interest ($1,083.76) ($263.64) initials Initials B: Payment Using Credit Card: Cost of project if paid by credit card. This price reflects the 3% convenience fee ($157.72) Initials $ 12,637.07 initiais C: Payment by cash, check or secured funds = $ 12,269.00 initials C plus permit fee Terms: 100% Payment due upon completion of each phase of work Total Cost does not include City/County Permit fee. According to Colorado law if the services provided are paid through an insurance claim it is illegal for a Contractor to pay the homeowner's deductible in whole or part, also any deposit paid by the Homeowner must be held in trust. The homeowner may cancel this contract at any time prior to construction. If the material has been delivered or the permit has been purchased then the homeowner shall be obligated to pay the delivery and permit costs. The homeowner may also cancel this contract if they are notified that their claim is denied in whole or part. All work to be completed per standard industry practices according to specifications submitted. The homeowner agrees that if any additional work is required to complete the above specifications involving extra cost they will pay these additional charges. All agreements are contingent upon strikes, accidents, or delays beyond our control. Owner agrees to carry regular homeowners insurance. Excel Roofing will not be held liable for any structural movement, settling, cracks in drywall, damage to driveway, or any damage to siding due to the roofing or loading process. finance charges of 1 % percent per month will be added to any unpaid balance. in the event collection action is taken to recover payment under this agreement, Excel Roofing, Inc., should be entitled to reasonable collection and attorney fees and costs Incurred in such action. Excel Roofing's liability insurer is Cincinnati Insurance Company, 6200 S. Gilmore Road, Fairfield, OH 45014-5141. This proposal may be withdrawn by Excel If not accepted within _7—days. The approximate start date shall be within 60_days of acceptance of this proposal. Clay Condon Project Manager Date: 7/25/2017 Cell Phone # 303-901-5761 303-761-6442 Fax Acce,prance of Comma The above price, specifications and conditions are satisfactory and are hereby accepted. Excel Roofing, Inc. is hereby authorized to do the work as specified and payment wilt be made to Excel Roofing. Inc., as outlined above. PantedName Com' L &- rte c - Tide C;>w ExcelRoofing.com Excel Asphalt CES 2.1 Clay.xlsx -71-C t Excel Roofing We're on Top of It Pages 2 of 2 11/05/2009 THU 10:35 FAX 303 237 0929 303 k Way --- 1- derful 02/002 INSPECTION RECORD Occupancy/Type 'a LINE (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. — t IWrr_ I0k IVIUS I - )IGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underaroundl ROUGHS ll tie - /?&)a & /, � Service ctric E mbing ._..... __...... ._.........._ ............ ._..._ -..__ _ _ hanical _........___ ... _......._ .... _.. �... -.. ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PF Framing - CITY OF RIDOE Insulation 11/0...5199 8:14 AN ... _ -.. RECEIPT NO:CDA003168 - ANOUNT S Hereof 29 sgs $P8P 632.90 093860 ical__: Permit Fee ...._..,....344.90 _. - ing Use Tax 288.00 _. ........._ ............. _.._ ......_ _.. _. nical PAYNEHT RECEIVED ANOUNT US B9 9 632:90 - _._ - -_ Auth..Code:.. .. -... tX � r � g Final CO — TOTAL 632.98 partment —. & Drainage & LandsCaping INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULOBE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. E: ALL ITEMS MUST 8E COMPLETED AND APPROVED IFICATE OF OCCUPANCY BY.PLANNING AND ZONINGBUILDING AND PUBL /C WORKS BEFORE A IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTEAUTHOR/ZAT/ON OF A CERTIFICATE 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 (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: Fiwel_ gee Job Address: 5'3-5'r �/ u� slrtiF S Permit Number: X380 AA3 j&p i ❑ No one available for inspection: Time ;Z ? ! AIVI Re- Inspection required: Yes No When corrections have been made, call for re-inspection at 303- 234 -5933 F Date: Inspector: d C' 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: r ~c ICS t Job Address: -57- Permit Number: ? a 2 R-4 C? i i it ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection of 303-234-5933 Date: f l Inspector: Z; . DO NOT REMOVE THIS NOTICE ' A City of Wheat Ridge Faxed Roof Permit PERMIT - 093860 PERMIT NO: 093860; >ISSUED: 11./05/2009 JOB ADDRESS:F 5354 NEWCOMBE ST EXPIRES: 0.5/04/2010 DESCRIPTION:: Reroof 29 sqs CONTACTS owner 303/650-4393 Parnell/Holden sub ? 303/984-7663 RONALD E. ANTENER 07-0171 1-DERFUL ROOF & RESTORATION PARCEL :INFO ZONE :CODE: UA USE: UA SUBDIVISION:1 0049. 'BLOCK/LOT#: 0/. FEE SUMMARY ESTIMATED PROJECT VALUATION: 16,000.00= FEES Permit Fee 344.90 Total Valuation .00 .~~Gy~AbG r~> Use '.Tax 288.00 **-TOTAL ...:632.90 =omments• conditions: 3othifront and back of permit need to be posted on job site. If one or the other..' Ls not present, INSPECTION WILL NOT BE PERFORMED. ' 5 nail installation & mid-roof inspection required` Board sheathing spaced more _hana 1/2 of an inch apart requires plywood overlay on entire roof. Ice and cater shield'. required from eave edge to 2' inside exterior walls. ***Contractor/Property owner shall provide ladder(s) secured in place for Lnpsections.> 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 Building Code ;(I.B.C) and all other arnlira hlr WFra h➢„inc l1vT~nanrac £r.v nr.vL n~ricv tFie ~evm.w of ~..n a. .h~er• n.. elT n.~ent..... :NSECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855' INSPECTION RECORD OccupancvlTvpe 'ZINSPECTION LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof / French Drain Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) ROUGHS Lath / Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing Gas Pioina h Mechanical Framing IV cM a[aNtU PK]UK TO PF Insulation Drywall Screw FINALS Electrical Mechanical Roof Building Final Fire Department R.O.W & Drainage CITY OF WHEAT RIDGE 11105!09 8:14 AN cdba Judith Antener - RECEIPT NO:CDA803108 AMOUNT DP5P Reroof 29 sqs - 632.90 093868 - -Permit Fee - 344.90 Use Tax 288.00 _ PAYMENT RECEIVED AMOUNT V5 8959 632.90 - -Auth Code: _ 005491 - TOTAL _ 632.90 INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS Parking & Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. **NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Nov 05 09 05:14a Jacobsen's 303-838-6881 p.1 City ©f-¢ h6a~ , ~ ge Date= 1!~`~(~~b Permit #:~~Q(~. COMMUNITY DEVELOPtUTNT' Building Division 7500 W_ 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ~ Fax: 303-237-8929 Inspection Line: 303-234-5933 Property Address: Property Owner (plee Mailing Address: (if different than property address) Address: City, State, Zip: Contractor. A. Phone: Sub Contractors: Company Name License # Expiration Date Trade/Profession, APnrovaf: Use of space (description): ~k Description of work: i j -T~Q"t`-"(''c F~p Review (due at 6me afsv6mMa1): $ 1.C- TOy ~7ira,t.,tz Yi.S~c;Kar Sq . Ft /L..Ft added: Squares ,fig -BTU's ' Gallons Amps OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT the I hereb rcertify t that of the setback dime to Ridgeos d by this eeaseme is o" ~rresare accurate, and do not tnctions of record; trial all mess pi gnebts shown. and rul or City Of allegations made are accurate; that 1 have mad and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (LB.C) and all other applicable Wheat Ridge Ordinances. for wort, ender this permit. Plans subject to eld`ins ection. ~-P ClRLCP ONE: (OWNER) ( E NTATNE of (OWNER) (C T CONTRACO r PERSONALREPR PRfNT om--- NALIE: e SIGNATURE _-S y C v"r--t 'T DEPARTMENT USE ONLY ZONING COMMENTS: Zoning: Reviewer I PUBLIC WORKS COMMENTS: Reviewer: OCCUPANCY: BUILDING DEPARTMENT COMMENTS: Reviewer: Bldg Valuation: FIRE DEPARTMENT:: O approved wr comments 0 disapproved :7 no review required Credit Card Payment: Use credit card listed on file. Date: print flame: ^ J 1 t~ Signature: Facsimile Building Permit Application 0 ~ m i a 0 ~ : m ~ s 3 Q O ~ ~ m S d ~ o= A P$ m w 0 N ~ S Sc m ' O j o z ~ c w o A Q a, mo ~g ~ d m' £ O a an W m O T ~ ~ x m T ~ r O ~ z G> ~ C A ~ O m m D r 0 m ~ C7 .Z1 ~ O z v r~ O v m ~ ~ < 3 H ~ S ^n~ 3 < m m $ w 03 g W. O ry ~ N N y ~ v c A n m ~m A~ d ~ aa 3 ~~a f n ~ ;a 0 0 Sm a m m~~ °-~Rl ~''o ° CDO m O °mo w ~ m^ w m -s a~ ~Q ~a . ~ 0 0 o W (a a 3. N O y ~ O ~ m _a m m ~ m ~ N w y V =g ~ 4 N ~ O N ~ C~ m ~ A l H ~ ITJ ~ ~ O ~ n C." b ~ Z^ ( 1 ~ Dete: q LL A Certiflcate of Occupancy or Compietion has been requested for: ADDR[88• r-'3,_7T A)~fn-)CuYlt-6-e- PURPOa[ Or STRl1CTUR[:--- ~~P_ Building Department Remarks: Zoning Remarks: Public Works ApprovaL• J~L,6 , Remarks: Fire Marshall Approval: (If Applicabie) Remarlcs: Sanitation District Approval: (If Applicable) Remarks: Water Distriet (If Applicable) Remarks: INSPECTIONS WILt '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 ~.:.J"~t- BUILDING PEFMIT N0. TYPE OCCUPANCY ~ DATE ISSUED G ~ i OWNEfl ry 1 IiI.G.\ ~T~~~\ f A~t. . CONTRACTOR 11 ' SETBACKS FROM PROPERTY LINES NORTH Y rvun iNIu k,vrvt,rtt i t Vrv i iL /1tiWt I'IAS CSttN JIGNED Concrete Slab Flo& Electrical (Ground Work) . Plumbing (Ground Work) \ Heating (Ground Work) SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB _ INSPECTION DATE INSPECTOR Foundations Footings . ~.y~- b ~ 7 - Z-G (4 Cai s r Monolithic Weatherproofing i n d i.!'r--e-- DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping 3- Rough Heating & Ventilation 2_ Framing , d Insulation Drywall Nailing 6,01_ dt Roofing - ~q -o w Refrigeration Electrical Underground Final ~j Electrical _ 2 C_ jK,,y , Plumbing Heating & Ventilation Frame 'q R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED '~ROTECT THIS CARD FROM THE WEATHER v A ~ N Wg CD 3 W w' 0 A p w~ W 0 m U) 3 < (D 6 N N ~ N a CD ~ 0 ~ . y 7 ~ ~ c~ 0 3 ~ r 0 ` c n a > ~ J D ~ - CL o ~ ~ ~ ~ 0 3 ~ `I ~ C 0 ~ Z n `Y ~ 0 m w cn O w (D ~ m O Z ~v v 3 ~ L Z y ~ CD 0 0 ~ m ~ -i 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 17773 9/27/2004 Property Owner: Property Address Contractor License No. MELODY HOMES 5354 NEWCOMBE ST 21948 Company : Greater Western Fence Phone : 466-1831 Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this permit application are acwrate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of recortl; 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 at Ndge rdinances, for work under this~ rmit. (OW NER)(CONTRACTOR) SIGNED DATE Construction Value : $1,079.00 Permit Fee : $54.37 Plan Review Fee : $0.00 Use Tax : $12.95 Total: $67.32 Use : Description : INSTALL 6' CEDAR TO BOTH WINGS & REAR PROPERTY ~'_CZS_-7~ BUILDING DEPARTMENT USE ONLY Zoning Comments:i Approval : TRC Zoning : pRD J13uilding Comments: ; Approval : Public Works Gomments:! Approval : Occupancy: Walls SIC : Sq. Ft. : OK Please Note: Owner / contnctor is responsiblc for locating property lines and consVUCting improvements accotding W ihe approved plan and requircd development standards. The City is not responsible for inaccurate infomntios submitted within the plan set and any wnstcuctiow errors resulting trom inueucate infornntion. Roof Electrical License No : Company: Plumbing License No : Company: Stories : Residential Units : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This permil was issued in accordance wilh the provisions set forth in yopur application and is subject to the laws of ihe State of Colorado and to the Zoning Regulations and Building Code of Wheal Rid9e. Colorado or any other applicable ordinances of the City. (2) This permil shall expire if (A) the work authorized is not commencad within sixty (60) days trom issue date or (B) lhe building aulhonzed is suspended or abandoned for a period of 120 days. (3) If ihis permit ezpires, a new permit may be acquired for a fee of one-half ihe amount normally requiretl, provided no changes have Oeen or will be made in the original plans and specifcalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonmenl exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone lhal will change the natural flow of water causing a drainage Droblem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing wit.h syccessive.pMaSes bTtfi8jeh. (6) Tha issur~c pe '~ihe approv draJ~ings and specifcations shall not be consWed to be a permit (or, nor an approval of, any violation of the provjaPOna ' ng~~ther ordinance, law, rule or ragulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. w~, u m ~laa COMMUNRY DEVELOPMENT DEPARTMENT euaniac uSPEcnoN u14E - 303-234-SS33 CITY OF MIHEAT RIDCsE 7580 VYEST 29TM AVENUE YYHEAT RIDGE. CO 80033 - (30.9-2S5-2655) ProPerty Owner. ~.7\ Q 1 Propefty Address: Conhacror Liceose No.: J Company: BuRtling Pertnft Number. Date: AiS F1k-;S L pI, Phone: C. ~.O f.1 ~Se s51 /`CR..~ Phone: 3- 46 tf C~a ~ ( d oyrnertrcoKrnAeroa sKru'niwe oF uwoEtsrAnowcwM AGIOSEVAOrr I iwebY ii uret tlw seebeck dakenus "owd b!r lhis PeMdt aPPCD$°n g° vu~t ' R"~ad~ge ~ ~ oa+~e ease"~e"1s apploobloordkmwm md meawremenls sho+m, am alleBanom meda se acciuaEe: Hiat I hwa read and raS ai bnabi' ty ta comPOa- the~Wl+eet Ritlge &difing Code (U.B.C) arM al dher aantlmW Wheat RiApe OrChences. tor w«k uMer thb pamiG I0ill~~$i On 01' Description: (o.` k_) sq. fl..aa.a 0 J a BUII.DiNG Dl NMG C06&ENTS: n~vac LDWG COMMEWM: Approval: uauc waas CaauENrs: Approval: oancv_ Walls: Roof: SLOiies: Eledriql License No: Ptumbing License No: Company: Company: ConshuctionValue:$ Jci Permit Fce:$ Plan Review Fee:$ ITcg TeY¢ _ _ V TOfal:$ r P N~ tuu4 Residential Units: Mechanical License No: Company. Fxpiration Date: Fxpration Date: ExryiraUon Date: Approval: MProvel: Approval: Colorado endrotl~eZO'inORe0Wa5ons aM Bui~nB ~m dWhmlR oadoarryoMereppli mble adi'rencesof the Cfty. (2) ThisGarrrasAa9exWe6(A)tlw Wakaullnrizedisnotmmmenoedwi0insb6Y(60)daysNaniasuetlateor(B)UiebulWing aUtlwrtmd IS suapended a ebenamied fOf a 9eliod d 120 48y6• (3) H1hlsPermRexPias.enewpermNmef'beaWtgmd Wrataoofono-liaMiheartiourdmmmNNNreWked.Pmvidednocha1 ' __~.w~...so.a..:inn~ ahandewmenttiasMlefaBtlBdane naveoeanorwnoe..ww.~.a..v.•~•r-- arabendonmaMax~aedsane(1)Y'~~.TU~TeeaahaNbaMNlforanewDermil- (1) Year. IF tl~angea heva hwn a A suspe~dai (5) No wak danY merrfarsluY 6e tlone tlreA will qierge1ha ~'n advenon~ a~nspedfa~s iecaive wrftlen Can6sdor shel no1HY ~ Bu'IdmD ir~speda ~ ~4) I~oim appmval an irropadim cad befofe Preceeding wkh eusssaWe Phom ot U18 jOb. (61 The iesuance d a pertnN w tlo approval o( drewirqs and spedfcatlarn atni nd be conatrued lo be e Dgmi (or. na an appovel of. anN vidaWn d MB Prowbiom d the bWdYW cotlw a anY dher orbrrenw. IBw, nM or reBulation. Chief Building Offidal g•d bEZB-099-E0E 9utpam d00=ZT 40 00 daS - 3P. 3.2804 4:09PN NO.fi6B P.4i5 P LO T P LA N FOR 0) MELODY HOMES INC. LOT _ 3 . BLOCK 2 . SKYLINE fiSTATES, FII,ING 3 CITY OF WHEAT RIDGE CDUNTY OF F R ON STATE OF COLORADO. ADDRESS 5354 NEWCOMBE TR ET 46.80 1 I^ J ~ D E" i ~ ~z ~q \ ~ ~ 0 H ~ IdFO STAKE- MODEL 2959 LH 3 CAR EI.EV. C WT uiEA (S.v.) 7A2o ~.,p= HWSE 4qE~ 3115.7 1M run wa wr oxa ~eewnox ~ M~' kuix ru non CO'~ERNi~ 17.31G ~uA ~a aqamuuµ aarmim Pwa. BLD6. 1fJG NT~ 1 w4muR~9p~ /marp M~aM[I0~ a' ~c sl~umust N1C fi nF AVG lL00. NOCMT= 22.3' x~iwcN w9ai wpM u~wP+/o~ ~~tamvuenJr~ AVO. M~~i+~ ww' X~ x w a aNi iw~a ~ s mn~ ~~n°~wrn~~'R°~Me°o o'iaim~mb"Fa.~w.ww.ux~ a~n¢.m .oowwrt„ ene e..M 0 M~IIOIIR f~~ll~'fl~Ul~m•• & WATEII 3ERNCE ~ i OPE R iY LI%E • Y STwGClA RE7JIRED g p ~ ( q 0 UpIWTARY iT POLE WEN SFRNCE FOW~FRONT ~ Wµ~l( Zu ~pyu{~pi COYFAA4L ( FER RANOES' • C~OW IINE FlRE NYDRANT ♦ T O)MELODY HOMES `U„~,' a=r MINIMUM SETBACKS: ' SCaLE: +1Odr sxswlaw atia 7- -822 800 -1 987 FRONT: 20.0 SOE: 7.5'REAR: 1~_ pAIE: ~-04 raSrya+snut ca eooso r534 6700 - „ ` STREET SIDE 20 0' REV; P9oXE: (~W11BB-fs3f PIr (JO~ +es-sssa . MI(~ gEjyyEEN SIRUCTURE5:15' BY: MA ~B N Q_LKY 9•d bEZB-099-E0E 9utpaa d00:zT b0 80 daS NEWCOMBE STREET 09/08/2004 07:52 FAX + MELODY ISP Q003 RESIDENTIAL SITE CERTIFICATION DATE: 2/-0 ~/o v ADDRESS: '22_yV4, ry : ' 7 2 cr LOT: BLOCK: 2 SiTBDIVISION:_ ~KJL iNL Es~AT~s N~ 3 ~ The relative elevatioris at the referenced address were. measured at the lot sides and corners, top of foundation and other locations es needed. The sides, elevations and drainage patterns as measured are in substanria( conformance with the approved grading and erosion contro( plan for the referenced subdivision. ❑ The ]ot grading does not couform to Uie approved grading and erosion control plan The attached revised ref grading and erosion conVOl plan reflects che existing grading at this site is functionally adequate for this lot and the overall subdivision. seal \n iincerelv. 09/08/2004 07:54 FAX + MELODY ISP Z008 IMPROVEMENT SURVEY; PLAT ~ Garroll a Lange= DRAINAGEACERTIFICATE scaLE: I" = zo' Gmlueiawl Enpinsbe 6 4nJ Suneyon JOB N0: 3161 ias soum uYmn ewa., s.m, isa Lsxo-..oo4, cmoreao aozza pR PEB ANN BY; f3o31ueo-aloo DAiE DRAVM: 9-7-04 i F'c^ - Np • =FOUND NS REBAR WITH PLASTIC CAP . O-FOUND NAIL & DISK ICePROPERTY IINE 80WaBACK OF WqLK E=FLOW LINE o d w O -PEDESTAL TRACT G o 3 W =SERVICE ~ ~ ~FIRE HWRANT P6N 66 00' N0073~~ ~~~w PROPOSED TOF= 50.3 . 'Rg AS-BUILT TOF- 50.0 LO7 3 c[]' ppO x BLOCK 2 10' uE. ' 1 ,.5 I - - - - - - ~ FENCE I s- ~ w w w 141t 0 10 20 ~ tp , ~ s r 4, ' 20.0 F 1 xueer ¢nnn NAr Nc ncvnnavs I I DRAINAGE : 1~5,13 3' ""o °fl"'""~ P•TnAN sxow+ o~+ 10 ~ e `O ` r ~ 34.7 IRRIGATION fuido 7a_ s OKi" °F "'L °""W-~` T"~oa xrxc oc Lorc Eti SEMENT o mou ~ wnvtr OF MF ABOVE DE a0 fC~I ~ SCRIBED PBOVEftTY, PERiq1ME0 ON iH[ ORIE SHONN ANo ~ ~ ACNRATELY µp .LT OEPICT 111C EIEVA71pN5 A5 1HET E%ISTED IXJ TVE I 4 Y I ~ 2 STORY / ( OAh OF SAq SURV£Y. THE fVELAIIVE ELEYAnONS A9 OEPILiCO XENEON YAY o ~b BRICK AND FRAME 8.0' ~ C.~ CNANGE SU89EWErvT TO inE OAIE Ncacor ouc ro n~c aeroc„a Q1 a ~'j3~jQ OF UPMEAVAI OF iNE L. n001T10u ON ONN flEMOWI pf SOIL EY eCTS Of NAN I I CO NEWCOAIBE STREET ~ 0) ~ -Z Y1 00 , Mo9ia+ er tnc vnno an wAhre ort ainen fALTW$. TyL'pEFORE T SUFKY f, Q ~ 9 , M~Y A~ ~~VNA iCLT F ELEV~TOnS O ~'Q I KL~Ip - ~ 9 O~E PROPE 0~ SUER I O . Yp VEY ~ O ~9A FF- gI~~r - ~ ~ R EO LAN URVEYdt, N0 . 19 ' M KN 8 9-04-04 ~Y . 1 I ~ , O 11"3 f I ~ & onrz or qW 1HE LEVATONS M10 ~R~INAfE VATICRN ABOK SHOWN ARE THE REp51EqE0 lANp I C D. 7•s y~►b9 . surtWrar•s CER11ilEp riNOincs aa THE ,POR~H. 4 fIN1511[0 diWNDGRME$ AflWNO YCUR I ~ RESiDENtE ON THE OATE SNOWN YOU. THE NOMEOWMCR, MUST YAINiAIN I FA ' el 1,kY ~ T1ESE CLEVA110N5 ANO CNAOES TO FHOPERIY DPAIN 1XE WATEH AWAY iR , qA YWR NWSE. ME BUiInER 0F vouR =fg r HOM( WLL NO1 COVEN SMUCtUPAI I I U I DNII.CE i0 YWR HOMf CAUSCD AS A RESUl1 OP GXANGES RADE IN THE i O J o y - ; h a n i1N15NEp (:q/.DES. MEREFORf, It IS YOVR NESPONgBILIfT i0 MNNieW THE CneDES AS SET BV TIC lUIIDCR ANO AS [ERtIiIED HEFEIN BT 1H[ SUPVEYOq. W IN AnornoH. THE M.o.w Paoxcnous M N x FENCE G 10' U E Y011P PESIDCNCE PRONOED BY YOIIR euaoen wu No* covcn sTrtucnxeL . . . DAMACE CAUYO AS A RESULi 0! " q1ANC(S MADE IN THE flNlSn[0 OReINAGE d1ADE5. MEREfqiE ❑ i5 J I♦ LR CC VU.QQ' S00731I l IE ~ , YOUR RESPdISIBNtt Ta MAINiNN THE LDER ANO AS S B 1. r p BOW CCR11fE0 BY MF S RVEYqt . ~Q.. I . .G"' 1 . • h4 < 't ! Br ` 'L NEWCOMBE STREET BUaDEP BEARINGS ARE BASED ON THE EAST LINE Of LOT_.~, BLOCK Z-OF THE RECORDED PLAT S KYLINE ESTATES FIING NO 3 BEARING N00'73'11"W , W1TH MONUTAENTS AS SHOWN HEREON. THIS 'CERTIRES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THIS 4Li_ DAY OF SEaTEMBER , 2004 , OF THE PROPERTY DESCRIBED AS: LOT 3 BLOCK 2 , , FLOOD INFOR MATION: SKYLINE ESTATES FILING NO. 3 , THIS PROPERTY LIES N77HIN ZONE C, DESIGNATED AS CITY OF WHEAT RIDGE, AREAS OF MINIMAL FLOODING, ACCORDING TO FEDERAL EMERGENLY MANAGEMENT AGENCY FL000 INSUFANCE COUNTY OF JEFFERSON , RATE MAP, PA*{JN fTy ppNEL N0. 085079-0005 C. 5TATE OF COLORADO RENSEA..,N10Vb; SKriINE ESTATES FLG. NO 3J AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENjSR & IGHTS-OF-WAY IN EvIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PRE SHOWN. !NE ~ BY: ~ra• p?' ~ 0`~ DATE: • "b RECERTIF'd~~RSa~'" E: THIS SUAVfY DOES NOi ADDRE55 EASEFIENTS O1HER THAN iHOSE SHOWN ON THE RECORDED PIAT NO1E0 HEREON. ~d0, WAS PRONDED i0 THE SURVEYOR. NOIICE: ACCP¢qNC i0 COlCqA00 lAW TW MUST COMMENCE ANY L[GAL AC11dJ BASCD wON AxY D6ECT M Mi5 SuRKY NIMW iNpEE YENB AfIEq 1q1 FlnSi Oi5C04ERED SUtn o[fECT.IN e0 EVENT unv eNY eCTON Be5[D uPGV ANY DEfFCTie MIS SUFVEY BE COMMENCED MORE iXAN TEN KARS FltOM TNE OAiE OF THE LER11RCeTq+ SMOWN NEREOH. gp I ~G 09/08/2004 07:58 FAX ~ MELODY ISP Q004 • ~ \ A`. •,a~s's;?;.` ~ , m p ~^t 15 , .p ~ pf- , . . . cl) ~ ` I \ ~ ~ ~ {C' 1 W Ln I (1j~ `O (i1 5 O ,11 t . 09'St~4S . N' ` ~ • r I . I r~. ~ , . cn N 1rt ~ N~,~ 1 i t~~ { , ~ , _ ~ $ r-- / z, ~ ~ i cn rn m 1 ~ N ~ (D 0 , W 3 N~ wo A 0 ~ mm W O W = • O 7 N S N G m a m ~ m a (D ~ ~ 0 ~ ~ ~ N o N n O :3 {a [/q V ~ j o / j L O a D a a m N N ♦ / 0 0 ~ C 0 (D Z MN n (D W 0 0 Wcnm° 0' W (D < •r ,0 ZNN~ 0. ~ m N• ~ (D o' v ~ m ~ w~ O 3 w~ N 7 W n A p W C~1 W O 7 N 3 SU < m Q m (D :3 v a m c) 0 O ~ W i N s V c ~ C- 0 Q a C N N N ~ u ~ MN n r*L ~ ~ ~J 1-4.~ L ~ N cD n = 10 03 w N w N N ~ N CA (D n 7 ~ C Z --1 v G m r 7 N cD ~ n CD N vm < Z ~ ~ 0 0 ~m ~ -a v ~o w~ os wCD N 7 w0 ~ o tND fD W n W O 7 N S N N 6 N 7 N a CD 0 m 0 ~ ~ ~ > 9 : m 0 3 C- 0 Q a a A N n Q 0 A Z CD W 0 ~ n W v C N(D w ~ ' m ~ ~ • r 0 Z ~ ~ ~ N 0 v ~ m rolL < z (7 Uj -I (D o v ~ m v -i G eo w~ os w(D N:3 0 , o 1 w n W O 7 N ~ < m Q (D m 7 v a m n A) 0 ~ ~ , N ~ 0 ~ w C- 0 a a a (D N N V ) n Mi n f-IL 3 0 = CD 5 N '8 (D 0 m 0 W 0 ~ , Oo N ~ N ~ w~ N 0 ~ u~+ N g C N 0 ~ n Q ~ C Z -i v C m r ~ .m ~v m v --I COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 77232 BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE Date : 6/15/2004 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES INC Property Address: 5354 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes 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 W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all condilions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridqe Building Code (U.B.C.) and all other applicable W heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED7*Je,)~,xild((6K~ DATEln'/ Construction Value : $210,336.00 Permit Fee : $2,100.03 Plan Review Fee : $100.00 Use Tax : $2,524.03 Total: $4,724.06 Use : 11 15$.`Z~1 Description : 2959 C- OPT. GUEST SUITE W/ BATH, AIR CONDITIONING - 5.0 TON 15°'C~ T. Awner/c BUILDING DEPARTMENT USEG(' constrc. ved .ner,~ r~d ro ~ $Q.Tf~ ' Zoning CqmmentsTha Citv is~o~(r ~.Approval : TRC OK 5U5m,it:ed w ° ` e:rors resulting,rot ~n Zoning : PRD •~.ion. BUfkl}ng CortitrieqtS: MASTER PLANS HAVE TWO ENGINEERS STAMPS. Approval: CR Public VUarks Comments: Approval : DFB Occupancy: R3 Walls Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS OK. 6114/04. SEE ATTACHED SHEETS Roof : Stories Plumbing License No :19354 Company :Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval : OK/KS Residential Units : 1 Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2005 Approval : OKIKS (1) This permit was issuad in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin9 Code of Wheat Ridge, Coloredo or any other appiica6le ordinances of Ihe City. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (80) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normaly required. provided no changes have been or will be made in the original 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 done thal will change the natural flow of water causing a drainage problem. (5) Contractor shall notify ihe Building InsDector twenry-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceediing with successive phases of the job. (8) The issua permit ipf drawings and specifications shall not be consirued to be a permit for, nor an approval of, any violation of ihe pro ' b codes or any oth~brdinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII,DING PERMIT APPLICATION Date: (0'!5'00 Applicant: h P_ ~Cav "eS TjUc Phone # Location of Construction: Purpose ofConstruction: Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development Review Processing Fee: $100.00 $ /o D. m (for document processing) Single Family Residence ReNiew Fee: $50.00 S $o , 00 (for review of applicable technical documents) CommerciaUMulti-Family ReNiew Fee: •(for review of exis[ing tectutical documents) S100.00 $ •(for reNiew of technical documenu for consvuction in Rightof-Way, Final Drainage Report, and Erosion ConVOI Plan) E500.00 $ CDOT Access Pernut Fee: $100.00 S (for documenl application and pracessing) S Traffic Impact Studv Review Fee: $100.00 (for document review and processing) Flood Plain Variance Review Fee: tfor document rcvicw atki prcwcssing) Class I Application: $300.00 $ Class ] Publication/Notice N/A Class II Application $750.00 $ Class II Publication/Notice $90.00 S TOTAL REVIEW FEES (due at time of building permit issuance): $ /So . o0 PLEASE NOTE THAT IN ADDIT70N TO 77E ABOVE FEES. 77IERE WII.L BE ADDI7'IONAL LICENSING AND PERMiTTING FEES REQUIRED FOR CONSTRUCTION OF IIviPROVEMENTS WITHIN PUBUC RIGHT-0F-WAY. Signature of Applicant _~~z~i~~►~7.PIZf1 t Date (.o - 15 -()L4 t Rw 06'03 04 w~ r DEPARTMENT OF PUBLIC WORKS BUILD/NG PERMIT APPLICATION REVIEW u Date: G~INlO~ coLORA~0 Location: 535~` Atteation: Building Department 1 have reviewed the attached materials submined in application for approval of a at the above referonced addrus. Pleaze note thc summary comments below. 1. ✓ Bourdary Cbsurc: _ OK _ Not OK; refcr to stipulations. 2. ✓ Drainage: a. Drainage plan and repon neoded _ b. Drainage plan not needed c. Lot drainagdgading to bc reviewed by Building Division ✓ d. Site drainagdgrading provisions fiave bccn rcviewed and are: 6Eag o vEkc67- ✓ OK Not OK; refa to supulatioiu. 3. ✓ NPDES Permit Required: _ Yes ✓ No 4. ✓ public lmprovements a. strat paving nwded: Yes b. curb and gutter rKedu3: Yes c. sidewalk nceded: Yes d. sueet lights needed: Yes C. stam uwer needed:. Yes f. Ietter of credit required: _ Yes If a lener ot credit is required, for what impr ovcments? ✓ No ✓ No ✓ No v~ No ✓ No ✓ No Amount of Ietter of aedir. N/iY 5. ✓ Subdivision Agament roqu'ved: Yes No 6. y Devdoproent Covenant requ'ued: _ Yes _ No If Ycs, fa 7. ✓ Traffic impact analysis ard repon roquired: Yes No 8. y State Higbway Access Pemut needed: Yes No 9. ✓ New roadwey or alley R.O.W. dedica0on recommended: _ Yes ✓ No If yes, what is recommended? 30 . ✓ All ezisting dodicated roadwayslalleys meet the stardards of the City: ✓ Yes _ No ]f no, which do na and what is requuted: ,~/,t 11. ✓ APPROVAL: The Public Works Department has rcviewed this request and hereby giva iu approval, subject to the above snd/a atached stipulations. ,.'r,--.✓-~--~-~~-- G~i~,l1o Signature David F. Brossroan, P.L.S. Dafe 12. ''114 NO APPROVAL: Ttrc Public Works Dtpartawnt has rcviewed this requat and does nw give its approval for tbe reasons smod: Sigmrure David F. Brossman, P.L.S. Dare ls2i9-DINli GE.e7-7Fye?-7-10.✓ LETrE~ Fi~20M E. 13. ✓ Stipulationc atuched: ✓ Yes _ No P.61012 7a /ssu,r.~cs o~ C. O. 14. ✓ Summary Commcnts: DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29r' AVENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 citvof whw mdoe pepmnne,u d PubC LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED /~14,~ Dear Contractor: ADDRESS 53.5q In conjunction with the approval of the building permit application for the above referenced address, this ]etter is to inform you that all existing public improvements ]ocated along the frontage of said address shall be restored, (if daznaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to detemune the existing condition(s) of the public improvements at this address. If you have any questions, please contact me at 303-235-2864. Sincerely, David F. Brossman, P.L.S. Development Review Engineer Cc: File Rev 4l03 COMMUNITY DEVEIqPHiENT AEPARTMENT Buildiag Pertnit Number ~ vwF~ j BUII.DWG INSPECTION LIN1E - 303-230-5933 Date: „ CIT'Y OF WC{EAT RIDGE '7500 N'EST 29TH pVENUE WHEAT RIDGE, CO 80033 - (303-Z35-285~ I AAi ~A amaA~• Property Owner: mQ lCLet 14wo'-w-tG' , Pmpeny Address: peone !3~~3 - q66- /031 Coaaactar License No.: CotrpanN Phone: 011TEP/COTTRACJORSIGNATUQEOFIi%D[0.S7A{iDING,U.'OACREFMCK7 Ihne6ycmilyNatft smbackaisuncapropox,A6ylhuperntilappliaUanareaceunlC. COriSU11C(jOfl V21llC: anddonotviolstcapylipbkadinmceso ruksorregulaopnsoftbeCilyofWhatRideeor cnvenanu.asententa a~eStriCtionSMroterd; Jut aIlnlmw~ertxnKSho+n. and aIkgatiena Pern,itFee:$ ~ tt~~ v. made are accwalr, ihat 1 hevt reed and afaee w wiae ar An ~airions w;ntea . u:. i a h ti Plan Review Fee:$ t Cr_~- c'. ~ cu m an t app ai 1 usome Nn rc.cponsibiliry for eonyl;tatee with the Wluat Ridgc 8uilding Code (U.B.C) and all ahm appl"bk wheat Ridge Ordimnees, f« woric unee. T.1SC T27C:$ 1hu ymnil. TOlal:$ 'n, 10~1TERxCONiRACTOR751GNED_ . ~ DATS 6/~ "M IOwMERMCOlRRACfOA):PRIN7EOl/ ~ 0-1 C~~J7ATE LISS' Sa DFSCRIpTIor: aqsa c - op . otctot 's L- CJ Bv1LbING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZpNIMO COMMW73: Approval&q(16 Zoning: Mp euuoINo Coon+arta: AA~` 1'u)O rFCF s F.pproval: ►U.Ucwwucseo.Are,n.: oK I ~/iyloel Approval: -.sW5 S~ZZS - Occupancy: Wa11s: Roof Stories: ResidendalUni[s: Ekcvieal Licrnse No:n p Piwnbiug Licenx No: Mechanical License No: ~Y ~~,ytC~c~k'G~~.2 Co~Y- ~/~'Z~'~~iic~ Campany.F~~ -5ec~rir.cl~ E7cpiratioa Datr. Fxpuariou Date: Exp'uation Dau: Approval: . AParm"'+1: AqprovaL• 11I T6:ePnv.¢x~sKSUaliaaaaNr~cewi~h~lepmviomsmMbi~~ar~pp6ntie...d'us~6js~blqeNwaMl6cSmeNColandoWUdeZo.ug Re0"aos ana &u'M'ry CodnNWhat Aid{e, Cdarado w aey a6aappica6k ad~a ot& CSry. II1 TL'npeniwtfiabeapueif(A) drtwk.umarhwdKna~ad.'itLieSW7lM drys(romipuemkm(H)ihebm'WioeauAaiud'usuipmdoda ~*donad lpa 0M6ed vf I30 LyF lll 1{~is pem.i~ upires. a~u~v pamu mar Ee arqui~ fy a fu of o~u-WIfJrc amem~ e~~ll~ roqu~e0. Droridd na chanees Wv<bem m..ill Da m~de P~ md fpe~:fK+tww +ad ry MYeniw a~Emduvoau pn on eueepid ane (11 y~. If c4wacc Nrc Lea a itsave.ppn m ~bWmmsm axc~a~ aee(1) Y~, ful fea au! be Wd tor f ecw pamii M•wrk efmy rmnn Wll De dwe iLn win cMnp Ips mma Mr dvMn wusieta Aaa'{e Orobkm. (5) Caetaenr sh.tl m4N Os BaABiat I+Vens iwo0`fm (2I) 6mr io Wvuae (oe aY:empxaoin md alu9 +.cei.e uviwen appu.~ ae inryecdm urd (6) TheuwoC< ~.~.caapC fA~tl w bs santrued b 6e a ymnjl far. eu u app~eyla(, ~ay vio~6on of Yie ruk a xphppe. ZA'd/-1Z--"SI GOOL 6I A LS8ZS£LE0E: Xpj md 8 JNINNtild PJ4ENT rJ P-ECrsSG-P WeN SPl4(.e Residential Works6eet (SF/Duolea) 28l' Submittal requitements: Copy of Deed Site Plan (to scale) 70, Elevations F-I Address: 535 RCwc.ow.bt 2359 G Zoning:PRD Use: MS Property in the flood plain? 9'0 Lot Size: 1°. sq. ft. Lot Width: (Pb ft. Maximum Lot Coverage: `N % Proposed Improvements: House: 2doS. b sy. ft. Addition to House: sQ• 8• 'Shed: sq. ft. Detached Gazage: sq. ft. Proposed Lot Coverage: (Total) Zfl 08 % 2 c(.S • sq. ft sq. ft. Required Setbacks: FR 7-0 Pmvided Setbacks: FR Zg Maximum Height: 35 ft. Proposed Height: tqoLA ft. s "1•5. ~ -1.1- R lO s0.J s 8 R 38'b Maximwn Size: &50 sq. ft. Pmposed Size: ZobS' V sq. ft. For one and two-family dwellings, ihe first 25' of driveway area fran the existing edge of pavemeni into the site shall be surfaced with convete, atphalt, brick pavers a similar mazerials. For all uses otha dw ane and two family dwellings, no vehicle entrances or exits may be closer than 25' to any praperty line, except when used as joint access for two or more lots. In residential zone disVicts, avb carts shal1 be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshce driveways, providad that the straet acccsses are at least 30 feet apart, measived from the intaiar edges. For all uses, one access point per property is permitted. *Metal sheds in excess of 120 s.f. no[ allowed. Landscaoiae Nohs For ane-and two-family dwellings, one tree for every 70 fcet of street frontage is requQed ] 00% of the front yard and 25% of the aitire lot must be landscaped pxior ta issuance of C.O. 3l60 sy. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Gazage: Other: sq. ft. Street trces required: Street trces provided: 25E, Infonnation r ToBuildOn e,~itm.d.g . consurrr►g . Tesang Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: Summary Report of the Geotechnical Evaluation for 5354 Newcombe Street, Lot 3, Block 2, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado References: 1. "Geotechnical Engineering Report of Foundation Recommendations, Lots 1 through 12, Block 1; Lots 1 through 13, Block 2; and Lots 1 through 12, Block 3, Skyline Estates, Filing No. 3, Wheat Ridge, Colorado," by PSI, Job No. 532- 35120, Addendum 1, dated Mazch 1, 2004 2. "A Guide to 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 smnmary 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 driiling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 22 feet below the existing ground surface. Samples of the subsurface soils were collected in the field and returned to our laboratory for subsequent analysis. SUBSURFACE CONDITIONS The soils encountered in the boring drilled on the subject lot generally consisted of 22 feet of overburden soils consisting of fill, sandy to very sandy clay 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 inciude expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and sunounding improvements should be expected due to site development and associated landscape irrigation. Pmfessional Service Indus[ries: Inc • 4765 Independence Street • Wheat Fiitlge, CO 80033 • Phone 303/4245578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 3, Block 2 FOUNDATION RECOMMENDATIONS Job No. 53235120 March 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or FooHng Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In 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 tUe 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 are 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 deternunation of whether or not a slab-on-grade floor system is suitable for a particular site requires an assessment of whether slab movement is likely to occw, the potential amount of slab movement, and whether the potenrial movement will result in unacceptable perforrnance. 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 ali non-basement finished living areas in the proposed residence. Structurally supported floors aze also recommended in basement areas where the slab performance risk is categorized as high to very high. Slab-on-grade construction has been used successfully in the Front Range area for basement floor support on lots where the slab performance risk is categorized as low to moderate. There is risk of slab heave and associated cracking for all slab-on-grade construction in expansive soil areas as discussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potential risk and homeowner responsibilities for maintenance of various items as discussed ]ater. Siab performance risk associated with the soils and/or bedrock materials anticipated to influence the basement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-Qrade basement floor system is deemed suitab]e 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, Uasement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they aze general]y 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 informarion, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios are normally constructed as slabs-on-gade and are usually incorpoTated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, lnc. Job No. 532-35 ] 20 Skyline Estates, Filing No. 3 Mazch 1, 2004 Lot 3, Block 2 Page 3 of 5 available construction technology considered to be within practical, cost effective limits aze not available to preclude movement of these slab-on-grade elements. Slab-on-Grade Construction Details. Cracking of slabs-on-grade is normal and should be expected. Cracking can occur not only as a result of 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 are 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 largely controlled by proper and responsible homeowner maintenance and irrigarion practices. 1. Slabs should be sepazated 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 a11 non-pressurized utility lines above the floor slab. 2. Hearing, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are placed on the siab. In finished areas, a11 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 construction details for partitions, doorways and stairwells are presented in Exhibit B. NOTE: Movement of slabs supported on expansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipute total potenfial slab movement. They are intended to prevent immediate damage to the superstructure and serve as an indicator of slab movement. They must be monitored and maintained by the homeowner for the life of the structure. 4. Exterior patio and porch slabs should be constructed in a manner such that movement of these slabs does not adversely affect or get transmitted to the residence foundation or superstructure. The Owner should seek the assistance of a professional geotechnical engineer when considering patio and /or porch improvements. 5. Isolation of gazage 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 discharge to a positive gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gravity discharge is utilized as the primary discharge mechanism, it is recommended that a siunp pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 3, B(ock 2 Page 4 of 5 as a backup system. If a sump pit is installed and water continuously accumulates in the sump, a pump should be installed by the homeowner to remove the water. The pump should discharge into existing drainage swales outside the limits of the backfill, or another suitable gravity outfall. The homeowner should periodically check the sump pit to verify that the pump is operating properly, and accumulated water is being removed. The purpose of the perimeter foundation drain system is to help remove water that may accumulate around the foundation, and ultimately keep water out of below grade areas. The foundation drain is not intended to prevent an increase in the moisture content of the soils or prevent moist conditions in crawl space areas or beneath slabs. CRAWL SPACE AREAS A ground cover moisture barrier and adequate ventilation is recommended in all crawl space azeas to heip 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. L The backfill should have a positive slope away from the foundation walls on all sides. The gade can be reduced somewhat if pavements or slabs will cover backfill azeas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low areas, these azeas should be filled and compacted with a fine-grained soil to establish the positive slopes 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 wall backfill and a minimum of 5 feet from the foundation. Splash blocks should be sloped away from the foundation wa11s. 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. Particulaz care should be talcen during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structure or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little imgation or only natural precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 3, Block 2 Job No.532-35120 Mazch i, 2004 Page 5 of 5 4. Installation of decorative landscaped areas such as gravel, bazk, wood mulch, etc. is advocated as an altemative to planting next to foundations and exterior slabs. These azeas should be underlain with polyethylene or geotextile fabric. To reduce water infiltration, the slopes recommended above must be maiutained. The edge of decontive azeas 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. Lawn irrigation 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 fina] gading 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 aze 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, the Builder should notify you of the change. SUMMARY This letter is only a suminary of our findings and recommendations for the subject lot, and is intended for the potential customer who is considering purchase of the home from the Builder. Should the home be sold in the future, the seller should pass this letter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan Lepro Staff Engineer Attachments: Eachibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended L,andscaping Details EXHIBIT A SLAB PERFORMANCE ffiSK EVALUATION The soils and bedrock in Colorado include expansive ciays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of ttte Denver metropolitan area. There aze risks associated with construction on, and living in azeas 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 mirigate damage. The determinarion as to whether slab-on-grade construction can or should be used for a particular applicarion requires an evaluation of the likelihood or risk that slab-on-grade movement will occur, and if movement does occur, whether the poten6al 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 lmown or predicted. These factors include details of the slab construction as weil 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 soii and bedrock material below the slab and nearby, depth and magnitude of future moisture increase, existing and future ground water conditions, presence and ]ocation 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 deternune the measured swell percentage or swell potential of individual samples of a soil or bedrock material is an important consideration in this process and one that has been used extensively for more than 30 years in the Denver metro area, the results of sweil 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 Industnes. Inc. Paoe 1 of i March 1, 2004 In an effort to provide some unifornvty in terminology and provide a relarive correlation of slab performance risk to the 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 Residenrial Basement Floor System Recommendations". The risk categories developed by CAGE are reproduced below: TABLE II RECOMMENDED REPRESENTATIVE SWELL POTENTIAL DESCRIPTIONS AND CORRESPONDING SLAB PERFORMANCE RISK CATEGORIES Slab Performance Risk Cate o Representative'" Percent Swell (500 sf Surchar e Representative* Percent Swell 1000 sf Surchaz e) Low 0 to<3 0 to<2 Moderate 3 to < 5 2 to < 4 High 5 to < g 4 to < 6 V Hi >8 >6 *NOTE: The representative percent swell values presented in the above table are not necessarily measured values; rather, they aze 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 characteristics of the soils and bedrock within the anticipated zone of moisture content increase (often refened to as the depth of wetting) below foundation excavation depths when considering all of the above factors. A cunent design assumption for the zone of material subject to an increase in moisture content below basement slabs-on-grade is approximately 7 to 10 feet. In unusual circumstances, wetting can exceed these depths. The engineer should evaluate potential wetting depths based upon geologic conditions and the site specific soil profile. Movement of foundations and concrete flat work consriucted in areas with expansive soils will occur over time 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 area have validated this observation: Criteria used in the study to evaluate slab performance included a maximum crack height of 1/4 inch, a maximum crack width of 1/4 inch, and a maximuxn differenfial elevarion across the slab of 3 inches. The percent of homes surveyed that exceeded any one of the three criteria is shown below: Professional Service Industties. Inc. Page 2 of 3 March 1, 2004 Basement Floor Slab Performance ~ .S 60 R 50 x -r- 40 w L) 30 d 20 ° x Q 10 o N 0 ° Low Moderate High Very High Slab Performance Risk Category Structurally supported floors, also known as shuctural floors, aze generally considered the most effective way to reduce the likelihood of basement floor movement due to soil heave. There aze other design issues associated with structural floors, such as ventilarion and increased lateral loads, air quality, energy efficiency, maintenance, etc. which must be considered. Shuctural floors do not constitute a perfect option and in many cases are 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-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro azea to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normaL In unusual instances, the normal movement can be exceeded. In 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 slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, garage floors, etc. cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Service lndustries.. Inc PaLe ? of 3 n4arch 1. 2004 Spike as required v Partition t for stability I ~ ~ Molding, nail at bottom onl;N\ voia space Drilled hole Concrete slab Wood 2 x 4, nail to slab RAF; Information VOID SPACE DETAIL FOR . rfiffS BuildOn To PARTITIONS ON SLABS ABS Englneerfng • consuruny • Testing EXHIBIT B Brick or siding 5' Minimum Rock or bark area with doenapout extended beyond edging Sod • Perforated edging or ~ ~ equivalent to alio~v release of water trom rock or bark area Maintain minimum alope oP 10% away from foundation Minimum B Mil Polyethylene or Geotextlle Fabric sloped away from foundation under edging to top of grasa Frame Wall Foundation Wall P LOT P LA N FOR tF) MELODY HOMES INC. LOT 3 , BLOCK SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5354 NEWCOMBE STREET UU 4f•4ti N00° 1 3" 1 1"1 U.E. ~ N ~SETBACK ~c/) 1 I~ 3 ~ I 7 L 0 T I-~~ 7 . 92 O sf. i ~I~ I(Lo 48.l I i 9.0I ~ I 22.4' ~ .5' 8.o'I i~I I~ t N ~O M ~ I I°owl~i I Ln I I I 4' 9 . I °I =1 L~-51 I I 3 CAR a~ GARAGE N~ LEFT ~ ).48.4 i II~ II ~ I I ~ oeimvAr ~ N L 10' E. -66.L 10' ~I 06 ~ TOG=49.4 mll I TOF = 50.3 I I I i.o 2955 BASEMENT o M o ~ ~ PORCH I~ I -----J~I - I co~--J 46.80 DO D ~ c P . ~J ~ ) ^ F--~ I--~i ~ ~ 45.e 45.50 )0 46.16 00° 13 1 W 6.00 NEWCOMBE STREET INFO STAKE• MODEL 2959 LH 3 CAR ELEV. C LOT AREA (S.F.) = 7,920 r.eNEanL NorES HOUSE AREA (S.F.) = 2175.5 1, iH15 PLOT PLAN OOES NOT SHOW LOCAPON OF 0.1NDOW WELLS. FOR iHEiR COVERAGE= 27.5% LOCHTION SEE STRUCNRAL ENCINEERED PLANS. BLDG. HEIGHT= 27.5' 2. DIMENSIONS SHOWN AROUND TME PERIMEtER OF ME STRIICTURE ARE i0 THE AVG. BLDG. HEIGHT= 22.5' E%TERIOR FOUNDATION CORNERS. 3. PRONDE AND MAINTAIN P05171VE DRAINAGE AWAY FROM ALL FOUNDAl10N WALLS AVG. F.G.= yQ.y~ PER WARRANiY REOVIREMENTS. (0.55 MINIMl1M SIOPE FOR WNCRETE PANS.) 4. THIS PLO7 PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCTION MAY VARK 5. FOR OVESPONS REGARDING THE FOUNDATION OtIRING EXCAVATION, FORM SETTINQ AND HOUSE CONSTRUCTION REFER TO ME ENGINEERED FOUNDATION PLnNS. REVIEW & APPROVED FOR STAKING ° HOUSE AT MINIMUM SEIBACK LEGEND: ED STA~S ❑ ❑ I 0x FORMS BEF 48EHOUR NOTICE R~OUIROpRING E WATER SERVICE -P ERTYP ROP N ~ ° 2' STAGGER REquiREO QS SANITARY SEWER SERVICE BOW=BACK OP WALK ~ Z 0 LIGHT POLE FOW=FRONT OF WALK z0 ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVt 407 LOT COVERAGE FOR RANCHES oA9 ~L=FLOW LINE ~FIRE HYDRANT --SETBACK EASEMENT MINIMUM SETBACKS: " ' OMELODY HOMES INC. CALL UTILITY NOiIFICATION CENTER Of COLORADO FRONT: 20 0' i =30 SCALE: 11031 SHERlDAN BLVD. 1-800-922-N98o ' . 5'REAR: 10' SIDE: 7 DATE:05-12-04 WESTMINSTER C0. 80020 O"534-6700 DENVER ~ . - 20 0' REV: PNONE: (303) 466-1831 ~ ~ ~ °'•~~Mp . STREET SIDE: BY: BMA FnX: (303) 466-2368 ~ a MINIMUM BETWEEN STRUCTURES:15' JOB N0: SKY3 ' 'W 120.00' I ~ ~I . , _ o~:_ ~ ~ o'~°b ~ ~y I ~ g i ~,I 'r "I ~ R I ~-N 4 I O I I 8 ' m I A I IY !l I Mf i 311 .S • I I ~ ~ ^ J I m I 6 m 'oo I i Z y i l J~° _ o . „7 z '6p r1 _ ---1 0 I I J I j ~ I I I I I " ly i g ~ M o ; Z ~89'4649--__ _T I SN g fi 4 p. I I O~ b i QI ] i ~ I IJri Oi k$ gI I ry i e~ J ~y~ °ry ~ I I'o o z IN 3 ~y g o $ L - b - __--a~n.v: c - $ . __5@9_<g4.9 p _=.9 12S1flD- ~ ~ ~ l M s Y r4~ ~ i I I I l + f ° I I L e1 ~ b ~ ~ I I --+LR~_ ' a ~ - ~ I t2 I ' y i `.t f i i u~nl n la.a gz ~ Om I ~ ~ ~d rw ~ I I ~ . ~ 3~ i ~ 1_ " 589'4649 . 5 °g ,LDV8,L Zf)dNIV2IQ/A2I0,LS s - 120.00 ''"_I ~ _ -----I ~ s „ - - • p ~ ;b Z ~ ~n ~ i I w _ e SQ9'4649 _ o, r- _ C4; . o , ~ ^ ~ L 89'4~49 _ 9 • • W _ _ ^ _ ! _ - ~ I i i ; , i3 m, I, I n I ~ R! ~ ~ I °`1 I ~ L- - =--J b , T 1 589'46 49 119.57 I I~__'_--_-'__-__- - ~ ~ n a ~ J e a ~ I I I ~ I ~ ! 00'OZl M,.64,94.681 5' U.L L ~ a r----- ~ s h ~ I 4 t , i I FI R ' I I i ~s P 1 I~ V r I ~ Fp ~0 I ' ,u I ~ I I F ~V ~ ---J ~8 ~.E. ~ 6'v.[, y~O~Z~ • 1 1~ I 4 n I ~ ~ b ~ i I ----J n°o , ~ E .rk r u.c . . W'OZ t . ~ + I ~ • 3 I ~ v[ _8d • 41 .L I ~ ~F f ~~~~0 OT.~ x / • l Y uo._ a, I ~ ~ I ! I G 5 I ~ ~ em n r i4 uv i~ ~ . . r = a 5'YL r- - ~ ~ I ~ Id I I 1 I i I i am ; ~ ----J ~ ~ OO OZf ~ i.I w i ? i~ ~ `+G i~~ I I am - J 8 s ..-----~--,~.E ~ 0.6gs i r y ~ i 5; j ~I I ~ W ra q l~JLL ~ I N~ ~ T l~ I - P ]F I O I : ~ y~+ ~ p~ I e m FL7 : _ =o _J ~o I i - i 9 ; ~ = z I I I p~ ~ j 4 ' ~ 1 I II .oal v.- i `gO'~I m c~ o V. l ---Jn ' ZZI U4[4 VARIES PER PORCH 8" 6X6 WELDED WIRE VARIES PE SHOP PRIMED 4" CONCRETE SLAB FABRIC. 4" CONCRET W8X13 ON GROUND. BREAKOUT STEEL SHOP PRIMED ON GROUND. W8X13 ~ - ~ - =I I - - TOP AND BOT. 12 -3 1 ~ CONT. REINF. "~r BLOCKOUT Y t~ ,IES PER PORCH I, L fi~6 WELOEa WIRE ~ TOP OF HAUNCH TO ~ HAUNCH FOR TOP OF HAUN BE 8" BELOW TOP ~ BEAM. BE FLUSH WIT TURN SLAB EDGE OF WALL. CO 2-#4 X 5'-0" OF WALL. 0 DOWN TO HAUNCH BRACE WALLS ~ AS REQUIRED. BEFORE 00 BACKFILLING. ~ 1. ~ N 0 1~ ~ i t(W ~ ~ - w a 2-#4 (SIZE VARIES t ~ ~ ~C r~ w F ~ F^~' a ~ ~ ~ ~ ~ C.~ C.~ 2-#4 (SIZE VARIES PER PORCH) PER PORCH) I ~ sr A ~ ~ ~ r-- ~ Q ANGLE EXPANSION ti~ Q C~ (n ~ ~ JOINT. ~e 22 - 4 1 2 ~ ~ ~ SEE SECTION 1 FOR DETAILS. Y 1 P t t l- C~~W~ (,I) C`J (17 ~ 7 Y i t POLYETHYLENE ~ ( j I ~ POLYETHYL -III I SEE SECTION 1 y 1 1- cs~ Wit- L~` VOID BEYOND, SEE SEE FOR DETAILS. VOID BEY PLAN FOR LOCATION. PLAN BEAR ON UNDISTURBED PLAN FOR r I I HAUNCH AT END OF PORCH. HAUNCH AT MIDD h ,x i.' - - w ~rr..u' ~+1kE~./ i 2x6 PLATE W/MIN. 8~~ 4'-0" 2-1/2"4 ANCHOR 5" MIN. i BOLTS TO BUTTRESS. w TOP AND BOT. - ~ CONT. REINF. ~ ~ ~ <t 1 1/2" CLEAR w ' 3'-10": ~ o BLOCK OUT 2-#4 X I ~ ~ AS SHOWN. BUTTRESS 1 w w ~ _ (1 EACH FACE) FOR BEAM. 1 -6 p°^~ 2-#q- X ~ I ~ o INDICATES PLACEMENT OF VOID v ,d` d- [ _ ~ ~ Q SEE SECTION 1 ON SHEET S-2 ao ~ ~ ~ MATERIAL UNDER GRADE BEAM. PAD as as ya Q ~ ~ ~ FOR VERTICAL AND HORIZONTAL p WALL REINFORCING, IF REQUIRED. ~ ~ SEAL VOID WITH POLY. TYPICAL. 32 7! 32 X 10 THICK W 3- 5 EA, WAS' BaT. ? !9 a 11 t Y9 ~ 0 co ~ 4--0 1a-9 3 4 -7 1 4 ~ ~ ~ ~ INDICATES 2X PLATE LOCATION. PROVIDE 1 /2"~ X 10" LONG ANCHOR #4 X ~ N DOWELS ~ 8" O.C. ~ 10" w n A • I ~ t w ~ ~ ~ ~ ~ ALTERNATE DIRECTION BOLTS ~ 4'-0" O.C. UNLESS NOTED OTHERWISE ON SECTIdN 1, SHEET S-2. C~~ T. ,`Y. ' a ~ ~ OF LEG IN FOOTING. EMBED BOLTS MINIMUM 7" INTO CONCRETE. PROVIDE MINIMUM 2 ~ ~ ~ 1 1/2" CLEAR 1~~1 w c~ 0 0 BOLTS PER SILL PLATE PIECE 3 WITH 1 BOAT LOCATED WITHIN 12" OF EACH END OF WALL OR ~ ,J 2- 4 X N~ N AS SHOWN. CONCRETE # 4 -4~' SLAB. ~ ~ ~ ~ (1 EACH FACE) 00 SILL PLATE PIECE. TYPICAL. ~ W12X30 V / _ n 2 3"~ SCHEDULE 40 16° FT ADJUSTABLE STEEL UNLES N PIPE COLUMN. AT w ^ V T• i~ ~I I II I I _ - - ~ ~ EACH END. 4~~ ~ - I- =III=' SEE SECTION 1 ~ ~ J cU ~ Z N /a FOR DETAILS. ~ ~ I o ~ NOTCH FDN. 12" MAX. FOR ST c° ~ I Q DOOR & MAINTAIN 16" MIN. FD ~ > BTWN. ROWS OF REINF. a_ O J ~Y. A ~~CT~0~1 11 ~~2~, ; ~,_o~~ W ti' - BUTTRESS CONSTRUCTION MOVE ANCHOR BOLTS ti~ AND PLATE TO OUTSIDE o FACE OF WALL TO OMIT BRICK RETURN. ELEV. B r. F t° AND C ONLY. L 4a.~ c- .m„ L_.. ~ 16" FTG. -TYPICAL _ ~ ~ 16" FTG. -TYPICAL ~ J BASEMENT UNLESS NOTED I N ~ BASE >ASEMENT UNLESS NOTED ~ INDICATES PLACEMENT OF VOID I I ~ ~ INDICATES MATERIAL UNDER GRADE BEAM. o N MATERIAL U SEAL VOID WITH POLY. TYPICAL. I I ~ ~ SEAL VOID _J I 5'-8" 3'-0" 3'-3 1 I ~ ~ i \ \ N ~ I N j~ r ~ ~ I ( STEP TOP OF ° ~ o FDN. 8" _ - r~ ~ o ~ I _ ~-V PORCH w ~ ~ ~ STEP TOP OF o d- ~ _ t I c~ ~ - - ( ' - - - - - - I ~ I F D N . 8 N i i ~ ~ ' _1 1 t g BLOCKOUT WALL ~ - - FOR PORCH BEAM, I i 6'-3" 5'-4" TYPICAL. EXTEND REINF. TO 6 -3 L 5'-8" 3 _ END OF WALL. TYP. 10'-0 1/2" 6'-6 1/2" 9'-7 1/2" ~'-9 1/2" Srt~ 16'-11" 11'-3 1/2" 16'-11" I I v Y/ rIC11.7 VRILLCU MIIV. J -V VC CI' CSC TO SOLID BEARING (OR CONCRETE HAUNCH ..,I ..J"1 .L.. vI . I rrn~L- %J r\ 1"'HIVCLIIVl7 iv tst HI-'t'LItU IU ALLUW VtK IICAL MOVEMENT AT TOP OR BOTTOM; COVER WITH MOULDING SEE DETAIL 1. 3. WRAP STEEL PIPE COLUMNS AND UTILITY LINES WITH 3 LAYERS OF 30 ELEVATION C PORCH 1/411-11-011 ELEVATIO 1. O I V ~ WHERE I 0 ~ ~ H 1/411 _ 11-O11 FROM WALLS TO SLAB. VIDSLOPE ~SLAB SAWAY 4 LB. FELT WHERE THEY PASS THRU SLAB. S-1 1. SEE ARCH. PLANS FOR DETAILS. 1. SEE ARCH. PLANS FOR DETAIL 2. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION. 2. SEE PLAN AT RIGHT FOR COMP 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GENERAL NOTES. 3. SEE SHEET S-2 FOR SECTIONS 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS AS SHOWN ON DETAIL 2. OF 2 2500 1000 OR 2250.5/1000 ~ 10'-0" r Q» 6~_8•> 2~_4~> s » '"'Q V 12 -3 ~ » 12 _Ir i ~ ~ 4. 1 r 0 I N i i r S O ~ OPTIONAL STOOP CONCRETE t r HAUNCH AT ...e STOOP ONLY. I N STEP TOP OF FDN. 10". 2q" FTG. # - 3' i 1 _~-S 3"~b SCHEDULE 40 ADJUSTABLE STEEL ~ PIPE COLUMN. INDICATES PLACEMENT OF VOID MATERIAL UNDER GRADE BEAM. i ~ _ s Q_ SEAL VOID WITH POLY. TYPICAL N I '~v' A ' 1 ~r N 16" FTG-TIPICAL ~ h zQ V \ ~ UNLESS NOTED o ~ ~ c~ p`~ r~1 Y O ~ O ~ O ~ >O ~ N ~ f~ Y~ Vi IVY~V wSM~/ I N ~ N M ~ ~ A r- ~ ~ Q m~j~~ r- ~ ~ " 934 f" fl o- ~ N W z w3 ~ w - ~ ~ STANDARD FRAMED BEAM oca 0o CONNECTION OR WELDED I R ~ N ~ W EQUIVALENT. Q y~`u~ A ~ ~ M ^ 7 A V 1 O ' f~ m NOTCH FDN. 12" MAX. FOR If w V ~ ~ 4 ~ 3 ~ SCHEDUL ~ ~ ~ E 4d IL' `n DOOR & MAINTAIN 16" MIN. N ~ W J ( BTWN. ROWS OF REINF. r-~ N Q ~ NWO s r.r rd~ z z O Q ~Q J MOVE ANCHOR BONS AND PLATE TO OUTSIDE i ACE OF WALL TO OMIT BRICK RETURN. ELEV. B AND C ONLY. W 0 I I- T r r r » 9,_4„ 10'-0" i ~Z,., 1'+ ~ _ r`i ~i DATE: 3-5-04 O~~~ONAI~ 4th -1 1. SEE ARCH. PLANS FOR DETAILS. REVISED: 2. SEE SHEET S-1 FOR COMPLETE FOUNDATION. 3. SEE SHEET S-2 FOR SECTIONS, DETAILS & GEN I~ 1 DRAWN: MR/LW TYPICAL PORCH. PATIO & STOOP CONSTRUCTION CHECKED: MR/WC TURN DOWN SLAB EDGE 12" BELOW FINISH j GRADE BY 8" WIDE. REINF. W/1-#5 CONT. TOP & BOTTOM. SUPPORT EDGE ON 8" OR 10"4~ PIERS DRILLED MIN. 3~-0" DEEP & JOB N0. 8401160 TO SOLID BEARING (OR CONCRETE HAUNCH l- WHERE SHOWN). PROVIDE #4 DOWELS C~ 24 FROM WALLS TO SLAB. SLOPE SLAB AWAY FROM BUILDING. _ 1 s -1A OF 2 ..2500/1000 OR 2250.5/1000 2X PLATE ON TOP OF BEAM. - ~ DOUBLE 2X PLATE. I SEE DETAIL AT RIGHT FOR PLATE ~ AND BEAM POCKET PLACEMENT si S 8~~ WITH DOUBLE PLATE. FOUNDATION 2-#4 TOP & BOT. WALL. STEEL BEAM, SEE CONTINUOUS. PLAN. PLACE TOP BEAM POCKE =11~ DOU~L~ PLATE AND OF STEEL BEAM FLUSH WITH TOP 4'-0" OF LOWER PLATE. 2~-0" MAX. 2'-0" MI POCKET. d _ 1 BEAM POCKET CONSTRUCT BRACE WALLS BEFORE BACKFILLING. t , ~ ~ i N D . 2-# CON SEPL N 4"C o WHE j ANGLE EXPANSION JOINT. ~ 1 1/ 1 T T/ 1 A l O ~u_ T, d i ~ ~ i~ L 4" CONC. SLAB ON UNDISTURBED `1 t SOIL OR COMPACTED FILL. - - z SCORE JOINTS IN SLAB AT - MAX. 200 SQ. FT. AREAS. ~ ~ ~-I I I~ III-"' #4 X LL ~ o W ~ 2' J ~ ROU c~ _ 1 ~ z 4" V ~ v=i PLAN c ° ~ GRAD r' j ~ ~ ~ ~-III ~ ~ ( ~ CRA PROVIDE #4 X 1'-6" DOWELS ~ I -m ~ ~ 2'-0" O.C. MAX. (MIN. 2 I- ~ I-I i, 4" VOID BEYOND, SEE DOWELS PER PAD) POLE. SEE BEAR i PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS PLAN OR S PLAN OR STRUCTURAL FILL. SEE SEE SOIL REPORT. a r t _k j 1~ I ~1 1 1/2~~ ~ C~ 1 O I ~I 2 1 REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER t t. DRAIN SYSTEM, IF REQUIRED. ,ri ti r i i( • ~ I IR"I i~v rv v~ RGIIVf, N r ~ ~ ~ ~ _-1 I 2-#4 TOP & BOT. CONTINUOUS. ~ ~ EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCKET tl ~!L' t-- - - LEDGER W/2 ROWS OF 20d FORMING ~ r~ ~ ~ ~~I I I~ FLOOR FRAMIN N -I I i' 1 /2 SIMPSON U210 HANGER PLYWOOD SUB M 3/4" T & G SUBFLOOR - Ca f ~ C~ i NAILS ~ 12" O.C. (1TOP & 1 BOT.) 2-#4 FULL HEfGHT OF FDN. WALL. E~ H T t..~ J ~ ~ c~ ~ C~ tom. STEEL PIP E COLUMN SE E P~.AN. a FRAMING NOT SNOWN. ~ ~ „ PROVIDE BAS BEND 1'-6" OVER EPLATEI 2 X4 Xs BEAR BASE P i DATE DIRECTLY O ~ N BEAM. r- TOP OF WINDQ~V. p k LAG SCREWS AS .x, REQUIRED FOR STABILITY. I . k:'- DRILLED HOLE ~z~ I N FLUSH GLU-LA N 2X10 FLOOR JOIST, n.M. - - z 2-#4 UNDER SEE PLAN i :i~ MOULDING. NAIL ~ 2'-0" 2'_p" WINDOW AS AT BOTTOM ONLY. o MIN. MIN. SHOWN. - - GRADE AT AIR GRADE AT AIR SPACE - t '=1 I I- I-~=~ 1 I I- I =1 I~ f= POLY. SEE SEE SECTION 1 'e~i S 4" VOID BEYOND, SEE FOR DETAILS. POLY. SEE SEE SECTION 1 PLAN PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEYOND, SE- PLAN BEAR ON NATI OR STRUCTURAL FILL. PLAN FOR LOCATION. OR STRUCTURA ~z SEE SOIL REPORT. SEE S01~ REP0 1..~ T 1 ~ I V ~ 1/2~~ ~ ~►_0~~ ~ ~ ~ ~ ~ I ~J ~ 1/2" = 1'- BEAM TO WALL CQf~NECTION I ~c ~ L ~ 2 _ j IL i L. GARAGE OR CRAWL SP TOP ROW OF REINFORCING. Y • ' MAKE TOP BARS CONTINUOUS 1 WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. { K 1 STOOP SLAB. FON. ~.u ~a WALL F~a. r_~ i ° BOTTOM ROW OF I REINF. EXTEND INTO - BASEMENT WALL 0 `V HAUNCH INDICATES PLACEMENT OF VOID S MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLYETHYLENE. 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. J o ~ r ~6-• (1 EACH FACE) ~4 - I~VH I 1VIV VVHLL I~Cllvf-'Vm V lINC7 ~ ~StE PLAN ( INTO WALL. 3• vtKir r ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. s l tr. t 1 1 N U. A U IN L) 1/211 11-0)l AT BOTTOM ST ALTERNATE BOLT ON HAUNCH BY OTHERS. C R A V V L SPACE Uc ~T~P BETWEEN GARAGE OIL 6. A SOILS ENGINEER SHOULD BE CALLED TO INSPECT FOUNDATION EXCAVATIt),N TIN TO VERIFY FOUNDATION TYPE BEFORE STARTING CONSTRUCTION. S 2 OF 2 'NOW