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5349 Newcombe Street
�bq q Vm�z +11 DO�� (a ee_�71INS CT10No RECORD? t�"� INSPECTION REQUEST LINE: (303) 2345933 Occupancy/Type inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m, to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation InspectionsDate ' Inspector Initials Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Abevp y the Building Division. --� _� �., • ....11111-«„ ""%d""" 111G r -11c uismci and electrical low voltage "For Inspection Time Window -Please email insptimerequest@ci.wheatridge.co. heatridge.Co. US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather Underground/Slab Inspections Date Inspector Initials Comments Electrical Sewer Service Work Prior To Approval Of The Above Inspections Inspector Initials Comments _- Inspector Initials inspections frog one week in adi inspections call : .. inspections call 303-235-2861. For fire inspections 4a contact the Fire Protection District for your project. Plumbing Do Not Cover Underground or Below/In-Slab Rough Inspections Date 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 Landscaping & Parking 1 Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection /Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof :0_2574 r 257 F 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 low voltage permits - Please be sure that rnunh insn..rfinnc — . ,,..,..��., , 4!--.�_ r!-_ y the Building Division. --� _� �., • ....11111-«„ ""%d""" 111G r -11c uismci and electrical low voltage "For Inspection Time Window -Please email insptimerequest@ci.wheatridge.co. heatridge.Co. US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather "v� 1 CITY OF WHEAT RIDGE V, Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KOF Job Address: 53`a AJEwc e)6 be. -S 7 - Permit Permit Number: a O 1700,6 7 & ❑ No one available for inspection: Time AM/ Re -Inspection required: YesNo * When corrections have been made, call for re -inspection at 303-234-5933 Date: I � Inspector: - COMI x/7 - DO NOT REMOVE THIS NO ICE PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Roofing PERMIT - 201700676 201700676 ISSUED: 05/15/2017 5349 Newcombe ST EXPIRES: 05/15/2018 Complete reroof; Using Owens Corning Duration teak shingle; 33.33 squares *** CONTACTS *** OWNER (720)771-3757 LUND ROBERT SUB (303)728-9402 Mark Janney, Tom Ross 170025 Concise Construction *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2318 / RAINBOW RIDGE, SKYLINE ESTATES BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 8,565.81 FEES Total Valuation 0.00 Use Tax 154.18 Permit Fee 188.45 ** TOTAL ** 342.63�� *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A1/2 -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€ms 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's 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. Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. City of Wheat Ridge Residential Roofing PERMIT - 201700676 PERMIT NO: 201700676 ISSUED: 05/15/2017 JOB ADDRESS: 5349 Newcombe ST EXPIRES: 05/15/2018 JOB DESCRIPTION: Complete reroof; Using Owens Corning Duration teak shingle; 33.33 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am t11e legal owner or have been authorized by �ermitIrthera e legal ownerofthepropertyand amauthorzed toobtainthisthifuttest thatamlallyauthorizedtoincludealperrmed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 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. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Z-11 n()l'lnni„-__�/„ [�q '����`°z �INSPf6TION tR�ECORD J aj � INSPECTION REQUEST LINE: (303) 234-5933 Occupancv/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Mid -Roof Concrete Encased Ground (CEG) Lath / Wall Tie Foundation / P.E. Letter Final Window/Doors Do Not Pour Concrete Prior To Anoroval Of The Above Insnections Underground/Slab Inspections Date Inspector Initials Comments Electrical ROW & Drainage / Public Works Dept. Sewer Service Fire Inspection / Fire Protection Dist. Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials City of Whet* Ridne t$ /i jlrUl j_;V,�r CTikU CoffiDlete ?. "..;�"Calf. lic.; CD3E4323 4itGVHT Final Inspections Date Inspector InitialsHL",TH rn±ncn t ,^,nunlv_v WTUM 1 3 ; Oz, CODE- �c43 -- -L -- Inspections froi TI one week in ad, inspections callinspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Wall Sheathing Fire Inspection / Fire Protection Dist. Final Electrical Mid -Roof Final Mechanical Lath / Wall Tie Final Window/Doors Rough Electric' 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. Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail City of Whet* Ridne t$ /i jlrUl j_;V,�r CTikU CoffiDlete ?. "..;�"Calf. lic.; CD3E4323 4itGVHT Final Inspections Date Inspector InitialsHL",TH rn±ncn t ,^,nunlv_v WTUM 1 3 ; Oz, CODE- �c43 -- -L -- Inspections froi TI one week in ad, inspections callinspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof 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. -vor iow voltage permits - riease De sure tnat rougn inspections are compieteo trom the Tire uistrict ana electrical how voltage by the Building Division. *"For Inspection Time Window — Please email inSptimerequest@CI.wheatridge.CO.US by 8:00 A.M. the morning of the inspection with the property address in the subject line of the email. Time window is based on the inspector's route. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat] ge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(fci.wheatridge.co.us FOR OFFICE USE ONLY Date: 1�f17 PIaNPennit it Plan Review Fee: Building Permit Application — Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. — Property Address: C ,�j �i (Vey (,�oh9 beW i1:r'otf M, :e, ( a� Property Owner (please print): Rot tr- (,- ut�2 Phone: ^ 7V Property Property Owner Email: 00 4 m I u hd @ !CII h 00, COM Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: Architect/Engineer E-mail: Phone: Contractor: COU -1-5f (f 0,b Contractors City License #: , (Z? �i Phone: 395 -72D9q "/ fOZ Contractor E-mail Address:g�k(r� Gr7llcr gCpnsfir..Ci`i191i C0�'y/ - r Sub Contractors: Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form Scanned by CamScanner ❑ COMMERCIAL N RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, eta) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, a pliance size and efficiency, typ and amount of materials to be used, etc. ) coC�jPIP�� re ('o�F o �( �� �3 �Sa r Ln 5 , _� y ()1,r eh5- cor,O put(4 �1 oh tau Sal �y �N Sq. Ft./LF Btu's Gallons Amps Squares 3335 SQ Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 0%� NEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereb% cerci f% 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance %%ith applicable City, of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perforin the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (OWNER) C0/1'TRACTOR or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name): t��C'DATE:,=S DEPARTIENT USE ONLY ZONING COMMMENTS OCCUPANCY CLASSIFICATION Reviewer BUILDING DEPARTMENT COMMENTS Reviewer. Building Division Valuation: $ Scanned by CarnScanner 0 / CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:' t Job Address: G -ck m- c�ir Permit Number: ❑ No one available for inspection: Time /T 2! S AM/PM Re -Inspection required: Yes o * When corrections have been made, call for re -inspection at 303-234-5933 Date:.,C-,- j / Inspector: DO NOT REMOVE THI N TICE 0312202012 12:46 7202495121 P Owner (Pli Pfino* ■ MINIMUM! Ili IF use of S aps dessnpfJOTI): tut A Sq. FULFt added' -- $Quo,$ _ BTU G Amps Property owner (please 'c Mailing Address: (if different than property address) IIEEWW m mm� 'S P So Squares -� BTU's Gallons 5 1) AMPS CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 080153 Issued: 02/02/11 Stipulations: Phased & 2 Basement Finish ( #060168 & #080153). This certificate verifies that the building constructed and/ or the use proposed of the building and /or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing , requirements for the City must be met. Site Address: 5349 NEWCOMBE ST Parcel Number: 39- 161 -09 -009 Owner: Shannon /Eric Frame 5349 Newcombe St. Wheat Ridge, CO 80033 Contractor: For the Following Purpose: Residential Remodel Code Editions NO change shall be made in the USE of 2"D06 ICC /2008 NEC this building without prior notice /2006 ICC /2005 NEC and a new Certificate of Completion s./ 2003 ICC /2005 NEC from the City of Wheat Ridge. Sprinkler y; -ygtem nspector Zoning Administrator 4 / CERTIFICATE MUST BE POSTED BY FRONT DOOR OF 1 COMMERCIAL OCCUPANCIES 02/02/11 16:28:21 QTY City of wheat Ridge PAID: Extend Expired Fermi bp70l -Is 181.55 PERMIT INFORMATION - 080153 181.55 PERMIT INFORMATION: 16,353.36 363.10 363.10 Permit #: 060153 Address: 5349 NEWCOMBE ST 94.06 Permit Type: Residential Remodel Parcel Cd: 39- 161 -09 -009 141.96 Permit Dt: 02/20/2008 OWNER: Shannon /Eric Frame .00 Expires: 04/09/2011 Address: 5349 Newcombe St. 294.36 City /St /Zip: Wheat Ridge, CO 80033 - - -- --- - - 1,075.03 LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 0 SetEacks- Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: SKYLINE ESTATES FIG Annex Dt: Right: 0.0 Cent Type: Miscellaneous Lot: Block No: 0 Back: 0.0 Legal: JOE DESCRIPTION: Phase 2 of full basement finish. (Approx 550 sq. ft FEES QTY DOE PAID: Extend Expired Fermi .00 181.55 181.55 Permit Fee 16,353.36 363.10 363.10 Plan Review Fee .00 94.06 94.06 Plan Review Addtiona .00 141.96 141.96 Total Valuation 16,353.36 .00 .00 Use ,Tax 16,353.36 294.36 294.36 ---- - - 1,075.03 - - -- --- - - 1,075.03 - - -- Page mmackey CONTACTS: owner Shannon /Eric Frame 5349 Newcombe St. Wheat Ridge, CO 80033 3039699375 PARCEL INFORMATION: l0 Structure Type 2STY 20 Year Built 2005 30 Property Type REBID PERMIT CONDITIONS: APPROVED WITH RED LINE NOTES TO PREVIOUS PLANS - SUBJECT TO FIELD INSPECTIONS AND VERIFICATION APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 05/26/10 KS: Declined inspection request for EFI. Permit expired. Called H /o. Need to pay 1/2 permit fee t0 extend permit final inspections. 02/20/06 JS:Approved with red -line notes topreviously reviewed plans Subject to field inspection and verification Subject to inspection andapproval of phase one of projec 02/20/08 CREATED FROM APPL# 08 -0047 INSPECTION INFORMATION: # TYPE CONTR# CALLED MCI WHO REQ DT INS DT STATUS 1 pri:Plumbing Rough Insp. 03/31/08 no kc 04/01/08 04/01/08 COMPLETE 2 eri:Electrical Rough Ins 03/31/08 no kc 04/01/08 04/01/08 COMPLETE 3 fri:Framing Rough Insp 03/31/08 no kc 04/01/08 04/01/08 INCOMPLETE 4 fra:Framing Inspection 04/01/08 n0 KC 04/03/08 04/01/08 COMPLETE 5 eri:Electrical Rough Ins 04/02/08 no kc 04/03/08 04/03/08 COMPLETE 02/02/11 16:28:21 City of Wheat Ridge Page 2 bp701 -1s PERMIT INFORMATION - 080153 mmackey 6 pri:Plumbing Rough Insp. 04/02/08 no kc 04/03/08 04/03/08 COMPLETE 7 mri:Mechanical Rough Ins 04/03/08 no kc 04/03/08 04/03/08 COMPLETE 8 ins:Insulation 04/03/08 no kc 04/03/06 04/03/08 COMPLETE 9 dws:Drywall screw /nail 04/04/08 n0 kc 04/07/08 04/07/08 COMPLETE 10 BFI:Building Final Insp 04/08/09 no KC 04/09/09 04/09/09 INCOMPLETE 11 EFI:Electrical Final Ins 04/09/09 no KC 04/09/09 04/09/09 INCOMPLETE 12 MFI:Mechanical Final 04/09/09 no KC 04/09/09 04/09/09 COMPLETE 13 PFI:Plumbing Final Insp 04/09/09 no KC 04/09/09 04/09/09 COMPLETE 14 EFI:BUilding Final Insp 01/28/11 no BCSI 01/31/11 01/31/11 INCOMPLETE 15 EFI:Elcctrical Final Ins 01/28/11 no BCSI 01/31/11 01/31/11 INCOMPLETE 16 EFI:Electrical Final Ins 02/01/11 no KC 02/02/11 02/02/11 COMPLETE 17 BFI:Building Final Insp 02/02/11 no KC 02/02/11 02/02/11 COMPLETE m m g F L C, 0 Q 'fl O O � D a o 'E m O J 0 r� 6 W 1406 _ <D 0 3 c w � O � .r 3 c C ® a • 0 N e Q. 0 a m ar c CL to w 0 CD t1" Cp ti W CL C7 � (D C�31 o D Cil�CD OD 4 O CJ.) W ,u o n i 3 O z co C n o co C a CD C CL g g m 3 Z " $ z z z .-0 o o A. m o z r 5 v 3i• "z fq (D m 3 f 1 v � D r u� gill �� �l c L C, 0 Q 'fl O O � D a o 'E m O J 0 r� 6 W 1406 _ <D 0 3 c w � O � .r 3 c C ® a • 0 N e Q. 0 a m ar c CL to w 0 CD t1" Cp ti W CL C7 � (D C�31 o D Cil�CD OD 4 O CJ.) W ,u o n y .., 3 O z co C n o co C a CD C CL g g m 3 Z " L C, 0 Q 'fl O O � D a o 'E m O J 0 r� 6 W 1406 _ <D 0 3 c w � O � .r 3 c C ® a • 0 N e Q. 0 a m ar c CL to w 0 CD t1" Cp ti W CL C7 � (D C�31 o D Cil�CD OD 4 O CJ.) W ,u o m 3 Z " $ z z z .-0 o o A. m o z r 5 v 3i• "z fq (D m 3 1 v � D m c CD v CD ID G) Z D v a CD M u CD r � m D � C P m z c') 9 2 A G) O O 2 3 � O DD L C, 0 Q 'fl O O � D a o 'E m O J 0 r� 6 W 1406 _ <D 0 3 c w � O � .r 3 c C ® a • 0 N e Q. 0 a m ar c CL to w 0 CD t1" Cp ti W CL C7 � (D C�31 o D Cil�CD OD 4 O CJ.) W ,u o Inspections will not be made` unless this card is I Call by 3:00 PM to receive inspection the fol INSPECTOR MUST SIGN ALL SPACES PERT sted on The dunaing site.,, wing business day. W r 9_ NING TO THIS JOB FOUNDATION INSPECTIONS DATE . INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete ...Encased Ground -- Reinforcing or Monolithic FINALS : - Electrical _ Weatherproof / French Drain Plumbing Sewer Service Lines Mechanical -- Water Service Lines Roof POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) -� Plumbing (Underground) Heating (Underground) INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid - Roof ' y *, ^2rLS' .. .., Electrical Service Rough Electric Rough Plumbing` Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNEU rrclurc IV rrcv�co�ma Framing Insulation Drywall Screw FINALS : - Electrical Plumbing Mechanical Roof Building Final -� Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking &,Landscaping -. "NOTE: ALL ITEMS MUST BE COMPLETED AND'APPRO'VED BY PLANNING. AND ZONING, BUILDING. AND PUBLIC WORKS BEFORE A CERTIFlC.4+'1 r .`,z��' �,,,I'E BUI�L�DING DIVISION DOES NOT CONSTITUTE AUTHORIZATION 55 z ., ✓.a R�y{.�' c✓,N mU "y".'v"'""n' _`r..r�C,�?: �.,'�� �sr'?�.�"'�b���:ur.^r�Ta�r,'��7 NGY IS ISSUED ♦ CITY OF WHEAT RIDGE y� Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Ag -z 4 Job Address y-q ycy a Aoegw ,wge .5 r Permit Number ca�ia, r _ 2,Q L ,1 f7 I " ❑ No one available for inspection: Time 11 AM Re- Inspection required: Yes No *When corrections have been made, call � for re- inspection at 303 - 234 -5933 Date: o ?,fAA e Inspecto DO NOT REMOVE THIS NOTICE o No one available for inspection: Time AM/PM Re-inspection required: No *When co reclions have been made, call for re-inspection at 303-234-5933 j, Date Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F:v,?L. i w Job Address: SSLq A1ezjC0nffG Permit Number: / Jf s ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: j J. -,)41 Inspector: E r/ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: !"1,o ifoor Job Address: 5 34-9 Ne ~_o Co rii e, ~ 'S'~-I Permit Number: 01 I'7 0S S No one available for inspection: Time 2,:YO AM/I Re-Inspection required: es' )\lo When corrections have been made, calf for re-Inspection at 303-2345933 Date: 'D - 2 - o,? Inspector: CIU/ DO NOT REMOVE THIS NOTICE m ♦ 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:. Mi © Roo r Job Address: ~34t t~1C-mac r C 1` Permit Number: 19'x1 iota ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes N_ ' When corrections have been made, call for re-inspection at 303-234-5933 Date: 10 - i "7-ol Inspector: ; DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 091708 roooor PERMIT NO: 091708 ISSUED: 08/27/2009 JOB... ADDRESS: 5349 NEWCOMBE ST EXPIRES: 02/23/2010 < DESCRIPTION: Reroof. 33 sqs ' CONTACTS owner .303/550-6794 Eric Frame sub .3.03/763-9114. Lorin Hanson 01-9938. Interstate Roofing Incorporate PARCEL INFO ZONE CODE: UA USE: . UA SUBDIVISION:. 0049 BLOCK/.LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,841.00 FEES Permit Fee r 162.90 _ Total Valuation .00 Use Tax 105.14JC =)-~~1 TOTAL 268.04 ?Phrc,A" < Conditions: .,6 hail installation & mid-roof, inspection required. Board sheathing spaced more than a 1/2 of an inch apart requires. plywood overlay on entire roof. Ice and water shield required from eave edge to 2' inside exterior walls... Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that Ihave read and agree to abide by all conditions. printed on this application and that Y:assume ull responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable 'Wheat Ridge Ord' nces, for work under this per t. subject to field inspection. f Signature of;~-ontractol~/owner date i 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 afee 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 t -written approval on `inspection card before proceeding with successive phases of the job.' 6. 'The issuance of apermit or the approval of drawings and specifications shall. not be construed. to be a permit for, nor r` an approval of, a y violation of the provisions of the building codes or any other. ordinance, law, rule or regulation.: All plan ev w subject to field inspections. s~;.. Signature 'Ch' Building Official '.date c`'.INSPEC ION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY_3PM ANY. BUSINESS .DAY : FOR INSPECTION THE FOLLOWING BUSINESS DAY.'. ~t r FIRE C3EPARTMENT : ❑ apprQvp wl'comments ❑ disapproved 13 no oRview required Bid9 Valuatiodn ,.7 CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 060168 Issued: 04/10/09 Stipulations: Partial Basement Finish for 1 Bedroom, 1 Bathroom, and 1 Stroage Room. This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 5349 NEWCOMBE ST Parcel Number: U1022 Owner: Eric & Shannon Frame Contractor: For the Following Purpose: Residential Remodel Co e Editions NO change shall be made in the USE of i 2003 ICC/2005 NEC this building without prior notice 2003 ICC/2002 NEC and a new Certificate of Completion 1997 UBC/2002 NEC from the City of Wheat Ridge. Sprinkler System nspector Zoning Administrator ICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 04/13/09 09:52:03 City of Wheat Ridge Page bp701-1s PERMIT INFORMATION - 060168 mmack.y PERMIT INFORMATION: Permit#: 060168 Permit Type: Residential Remodel Permit Dt: 03/30/2006 Expires: 04/09/2009 Address: 5349 NEWCOMBE ST Parcel Cd: U1022 OWNER: Eric & Shannon Frame Address: City/St/Zip: LAND PARCEL INFORMATION: Zone Cd: Unassigned DO: 1 SetEacks-Front: 0.0 Funct Use: Unassigned Last Zone Dt: Left: 0.0 Subdivision: Unassigned Annex Dt: Right: 0.0 Cont Type: Miecellaneous Lot: Block No: 0 Back: 0.0 Legal: SOB DESCRIPTION: part. fin. bsmt. east end/l bdrm, bathroom, storage room FEES QTY DUE PAID: Permit Fee 5,500.00 162. 90 162. 90 Plan Review Fee 5,500.00 105. 89 105. 89 Total Valuation 5,500.00 . 00 _ 00 Use Tax 5,500.00 99. 00 99. 00 369. 99 369. 99 CONTACTS: owner Eric & Shannon Frame 3038103507 sub New Light Electric, LLC 3037480150 PERMIT CONDITIONS: APPROVALS: REQUIRED INSPECTIONS STATUS PERMIT NOTES: 03/30/06 C. Root: okay with notes,subject to field inspections 3/22/06 C. Ruote'called Shannon 3/30/06 to tell her that electrical contractor needs a city license. INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 fri :Framing Rough Insp. 04/26/06 no bm 04/27/06 04/27/06 INCOMPLETE 2 eri :Electrical Rough Ins 04/26/06 no bm 04/27/06 04/27/06 INCOMPLETE 3 mis :Miscellaneous 04/26/06 no bm 04/27/06 04/27/06 INCOMPLETE 4 MIS :Miscellaneous 04/28/06 no bm 05/01/06 05/01/06 COMPLETE 5 ERI :Electrical Rough Ins 04/28/06 no bm 05/01/06 05/01/06 COMPLETE 6 FRI :Framing Rough Insp. 04/28/06 no bm 05/01/06 05/01/06 COMPLETE 7 pri :Plumbing Rough Insp. 02/20/08 no bm 05/01/06 05/Q1/06 COMPLETE 8 pfi :Plumbing Final Insp 02/20/08 no kc 02/27/08 02/27/08 COMPLETE -9 efi :Electrical Final Ins 02/20/08 no kc 02/27/08 02/27/08 COMPLETE 10 bfi :BUilding Final Insp 02/20/08 no kc 02/27/08 02/27/08 INCOMPLETE it mfi :Mschanical Final 02/27/08 no kc 02/27/08 02/27/08 COMPLETE 12 BFI :BUilding Final Insp 04/09/09 no KC 04/09/09 04/09/09 COMPLETE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 4A_- 1 Aw/y rw77.' 4 f Zo , Job Address: J3V7 sr~~ev n~~3 s 7- Permit Number: E~ 4c~ ~5 caua~'s r lO% 13A,? ZM t~~ u~1z~ 1 ❑ No one available for inspection: TimeAM/PM C Re-Inspection required: Yes _ No € When corrections have been made, call for re-inspection at 303-234-5933 Date: /69Inspector: . DO NOT REMOVE THIS NOTICE OF W HE4T Ri m City of Wheat Ridge COLORP°° Residential Remodel PERMIT. - 060168 PERMIT NO: 060168 ISSUED: 03/30/2006 JOB ADDRESS: 5349 NEWCOMBE ST EXPIRES: 09/30/2007 DESCRIPTION: part. fin. bsmt. east end/l bdrm, bathroom, storage room CONTACTS owner 303/810-3507 Eric & Shannon Frame sub 303/748-0150 New Light Electric, LLC PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 5,500.00 FEES Permit Fee 162.90+ Plan Review Fee 105.89 Total Valuation .00 Use Tax 99.00 TOTAL 367.79 p\\ Comments: Partial finish of basement, east end to include one bedroom, bathroom, and storage room.- Phase I CR 3/22/06: okay with notes, subject to field inspection NewLight Electric needs to come in and get a license before inspections can be performed. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. 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 if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any on o e provr s of the building codes or any other ordinance, law, rule or regulation. All plan review s ca fie ins Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge R~a Residential Remodel PERMIT - 080153 PERMIT NO: 080153 ISSUED: 02/20/2006 JOH'ADDRESS: 5349 NEWCOM9EST EXPIRES: DE3CRIPTION: Phase 2 of full basement finish. (Approx 550 sq. ft.) CONTACTS . . . . . pwner. 303/969-9375 Shannon/Eric Frame . *~rPARCEL TNFO . Y~i~NE.CODE: UA SU$DIVISION:0049 ~*.+,'FEE SUNIIMARY . . Pezznit Fee Plan Review.Fee Plan Review Addtiona T6ta1 Valuation ~rrUse Tax . . ~ ~~..w+~~. TOTAL. ~ • : USE: UA BLOCK/LOT#: 0/ ESTIMATED PROJECT VALUATIOP7: FEES 363.10 94.06 141.96 .00 294.36 893.48 16,353.36 Conditions: ~o aiQ~te JAPP, 0 MP4*1 APPROVEDWETH REDLINE NOTES TO PREVIOUS PLANS - SUBJECT TO FIELD INSPECTIONS Pl,NI7'VERIFICATZON . 2 hereby certify thaC[he eetback dietancee proposed.by this permit application are aCCUrace, and do not violate applicable roadiaancea,. rules or regulatione oP CheCity of 'Rheat Ridge or covenante, eaeements or reeirictiona of record;thatall.?ineaeuremente akwwn; and allegationa made are acwrate; that I have read and agree to abide by all conditione printed on thie application and t5at I aeaumefull reeponaibility for compliance with the Wheat Ridge BuildSng Code (I.B.G aad all o[her app cable t9heat Ridge Ordinancea, for work under thit. ~ sub7ect to field inepection. n" F !~Ze,---e $ a ure of contra or/owner date . LThie permit wae iseued.in aecordance with the proviaione aet forth in your applicatron and ie aubject to the lawe of the ~8tate ofCOlorado andto the Zoning Re9ulationa and Huildin9 Codee of wheat Ridge, Colorado or any other applicablc.ordinaneee of the City. 2..Thiepeamit ehall expire 180 daye from the ieeue date. Aequeete for an exteneion muet be Yeceived prior to expiration date. M ezteneion may be grarited at the discretion oE the euilding Official. . . 3...If thie permit ezpiree, a new permie may be acquired for a fee of one-halE the amount normally required, provided no etianges have been or wiil.be made in the orS9ina1 plane and epecificatione and any euepeneiomor abanGOnment hae not ~'..exceeded one (1) year. If changeshave been or if euepeneion or abandonment exceede one (1) year, full feee ehall . be paitl.5or a newpeYmie.4.'.No urork of any manner ehall. be done that wlll change Che natural flow of water caueing a drainage problem. 5.COntractorehall notiEy the Building Inepector twenty-four (24) houre in advance for all inapectione and ehall receive '.wsittenapproval on inspection card before.proceeding with aucceesive phaeea of the job. 6.~ Theieeuanee of a permit or the approval of drawinge and apecificatione ehall not be wnetrued to be a peYmit foT, nor , an approval of, any violation of the provieione of the building codea or any othex ordinsnce, law, sule or regulation. All plan review ie subjectAo As1d inepectiona. ~ kw ttimiature of Chief aace I2t$PBCTION RBQTTSS~LINBz .(303)234-5933 BUILDING OFFICE: (303)235-2855 REQUES'TS MUST.9Ei~lADE BY 3PM ANSt BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i' OFWHEqrR/ City of Wheat Ridge Building Division 7500 W. 29'h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-235-2857 ~ocoR~o° Inspection Line: 303-234-5933 Building Permit Application PropertyAddress: flin Property Owner (please print): -A L!t11(1C{l" (X Mailing Address: (if different than property address) Address: City, State, Zip: Contrector: ~i. 't1t2iJrf--a.--~ ~e~.,`(\~-'~.1~<~s✓ ~-t- Contractor License Phone: ~~Sti•~ U-~ 6-6A?-e- Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company Exp. Date: Exp. Date: Exp. Date: ~ lM15d L Use of space (description): Construction Value: $ 5uc DeS ~OnOfWOrk: (ascalculatedperfheBuilding~ ` ,p Z 0.~ PlanReview(dueatfimeofsubmilfaq: d~~ Sq.Ft./L.Ftadded:` lJ S ares BTU's Gallons Amps Ct1~r' L~ sheet) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that Ihe setback distances proposed by ihis permit application are accurate, and do not violate applicable ordinances, rules or regulations of lhe City of Wheal Ridge or covenants, easements or restridions of record; that alt measurements shown, and allegations made are accurate; that I have read and agree to abide by ali conditions printed on ihis application and ihat I assume full responsibility for compliance with the Vvheat Ridge Building Code (1.8.C) and all other applicable Wheat Ritlge Ordinances, for work under this permil Plans subject to field inspectlon. CIRLCE ONE:: NE (CON,CTRACATOR) or PERSONAL REPR ENT T f(OWNER) (CONTRATOR) /`yc^!PRINT NAME: ` SIGNATURE: Date: ZONING COMMENTS'. Zoning: Reviewer. PUBLIC WORKS COMMENTS: Reviewer DEPARTMENT USE ONLY BUILDING DEPARTMENT OM OCCUPANCY Reviewer yIM E'~~ 4- V~~A~ Bid Valuation: $ FIRE DEPARTMENT" 0 approved w/ commenfs O~disapproVed ❑ n0 reView reqUifed 9 Date: ~.?0 0 Plan#: 09-00+ Permit lkJ~~ to) tv r. r;~_ VT ~ .r yy 'h F,-; T A ~ ~ ' ~ ~ ~ ~ ~ ~ a w ~~~Zs t w i~ r ~e~a P v~ ea ~ e u~ n a me rave - - r a. i, f ~3 0~ s_..~ ! , _ _ . v arrs ~ i ~ ~ ~ l ~ i n$ ~ al not a rm~t ~#or or ~ ~ ~ ~ al of an rr~ n ~ ~ ~ to M ~ s ?,r ~ of the rov~s~or~s of the bu~fdi c ~ ~ ~ ~ .r ode ~,o . C brd ~Y R ~ ~ ~ ra ~ resume to eve author to vro~ate o ca the r P n9 9 rone © ~ ~ ~ Ar,► .inn .,odes ter ~fher ord~nar~ce~ nn ~ ~ ~ ~ ~ ~ 5 i ~ ~ ~ ~w' ~ t ~ a,. ~ ~ t } + J l` ~ x 1 E r 9p k` I ~ ; Y j~ j4 ~ t~ -c - or s a com wl e : ~ ~ # l • ~ t k t 0 owin co es. ; ~ ~ ~ ~ ~ ~ ; ~ , t, I # 1 ~ r r ~ ~ r` ~ ~ ~ ft' t f ~ ~ ~ ~ ~ a. ~ t ' ~ µ d ~ ~4t~ i i.- S .u-,.....,..e.~ fIf f _ f A+~.~w...- Y ...w,wn«_..w..~.uy,.«~,. J` f~«ww.r; urwww.rrsrM.....e......... j ~ f I $ wy..w i ~ S ~ % ~ S ~q t ~ i ♦ c ~t t r ~ , ► ~ , ns e~ ~ ~ ; ~ r. Y ..~.,r._...____.....,~,~..~..~....~ i _ ~ .t__ n r , ~ a ~ ..u _ . L k ~ nr r _ ~ f ~ F ~ IrN'P~ s , V s { _ i 'l c t', , ~f ~r hh ~ ~ ~ f 4 "tip' ~ ~ i P. t ~ r I S'°`" 1 k w....~ ~ i:~..._.. d t i ~y t ~ ~ i ~ ~ ~ y'a+ --4 ~ 3 fi ~ ~'1.. ,..jai E t}. ^n ~ ° ~ a :"fib- ~ ~ ~ F ~ .,-.,..~_~.~,,..,,.....~---.-..-._.._.............~....,~.,...a......~_.._, \ ~ _ iP"`° 4. ~....tl y x t' P ~ ~ ~ ~ , ~ r j i '.a„@`. ~ S 4 a j g~'~y¢ ~a ~.-_T.~~ 3 ~ , W ~ s ,8 a ,.S z ..r,~. ~ ~ 4. ~1;'.'_ .ii~•~ ~t 1~ iF'Yi f- MLDING .,~'•..,.,~~•i ~ ~ ~ Switch a L Val pwMI T W -y)y „ ya p t pef Ill fa- U31~pOW 111~►~. (~~U•i~ Dimmer SwKch mid lici ry a a"` 9° P svx I 'S of the any 1 Lt`tIIWG AFB' i IaMe or car -11205 C ng to give auttiorAy to ~ r 8 'n f ~.5-l.~ ! 4te City shzl'$ e '&:w...,..sx+snewMe^+.mbw.a.w»encervw.? Sr 12" :L~ J vt ~~4 2 ,tj3 ~ ~'3^C r or other J+.vw,+.....•,.. ua:iro..-wa..+.v....~ur>u.~....ra~se...+.+ i,' f f':. 'i`. r~~Q' P ~c ~ s` -Way Switch A~~ ~ ~ 00tl~lt J4NCS" i.~ > ~AAr CPA' . E 'Far l. & ba. 'gIf j~ R ; 11 V ~x t r .t om': $ 4 t 9 "K t ~ L, r7, t V04 f j t*A"V 0110V CJutlei s i Ulf gg~~. 3# K } g _t'.";5 Ok- loe Grl Outlet A~. s*fi ~~,a.,w,R '1 M 'i3~ 1 P i j , _ ` (EXCEPT ~~Tp" }jj~~1 y ll f ve.gv: ~t 3 { R ~eN 3 9 M+ ~ IC Y ] 1 r~,> a nH~ n 11 Eell ea. a y,,x :i Y v 6 a. r4 r 4~a , ~ ? u a..+,:3 with width, U ~ WHEqrqim City of Wheat Ridge Cot ORPF Residential Remodel PERMIT, - 060168 PERMIT N0: 060168 ISSUED: 03/30/2006 JOB ADDRESS: 5349 NEWCOMBE ST EXPIRES: 09/30/2007 DESCRIPTION: part. fin. bsmt. east end/1 bdrm, bathroom, storage room CONTACTS owner 303/810-3507 Eric & Shannon Frame sub 303/748-0150 New Light Electric, LLC PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE :IUMMARY ESTIMATED PROJECT VALUATION: 5,500.00 FEES Permit Fee 162.90 Plan Review Fee . 105.89 Total Valuation .00 Use Tax 99.00 TOTAL 367.79 Comment:a: Partial finish of basement, east end to include one bedroom, bathroom, and storage room - Phase I CR 3/22/06: okay with notes, subject to field inspection NewLight Electric needs to come in and get a license before inspections can be performed. i hereby certify that the setback distances proposed by this permi[ application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat xidge or covenants, easements or restzictions of record; that all measurements shown, and allegatione made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume fu11 responsibility for compliance with the Wheat Ridge Building Code (I.e.C) and all other appliq&blf Wheat [tidge Ordinances, for work under this permit. Plans subject to field inspection. J._ e. of mnCractor/owner date Signtur 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, Coloiado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the build:_ng authorized is suspended or abandoned for a period of 180 days. rovided no 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, p changes have been or wi11 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 woek of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor sha11 notify the euilding inspector twenty-four (24) hours in advance for all inspections and sha11 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 sha11 not be construed to be a permit for, nor an approval of, any viola[ion of the provisions of the building codes or any other ordinance, law, rvle or regulation. All plan review _j,-2~jOject t Fg~'- ,Pections. Signature date INSPECTION RSQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2655 REQUESTS MUST BE MADE HY 3PM ANY BUSINESS DAY FOR ZNSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: oEw"EqrP BUILDINGINSPECTIONLINE-303-234-5933 Date: ~ a CITY OF WHEAT RIDGE " 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) 4 °`°RP°° AFFLICATION Property Owner: iL C FYGaYIA+Sl12r~rt~l- F~r^E- Property Address: -~j3),-l0i 1,.1ewt.w't~`~eSk~R'CVC~:2~ ~b'~Z Phone:( ")(2) Contractor License No.: 5c l~ C~3~G~)1 - I 343 ~ Company: ~Ji~ Phone: ( 2~~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildina Deat. Va/uation Figure: $ Value:$ ~5-rj (O W NER)(COMRACTOR)'. Permit Fee:$ Plan Review Fee:$ Use Tax•$ Total:$ Use of Space (description): b (c hu'~T Description of work: Qcu1W ~rnsh c~_ bClsem~. alie4-I& Sq. Ft. added a BUILDING DEPARTMENT USE ONLY 2 COMMENTS: Approval: Zoning: IGCOMMENTS:W/~ S ~ • ~ • • C/i Approval: W ORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company:~w~; ~~-~~¢6Y''l ULC- Company: Company: C~oA3~'l4~ 6~50 Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forlh in your appliration and is subject to the laws of the Sfate of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If lhis permit expires, a new permit may be acquired for a tee of one-half the amount normally 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 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) Conhactor 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 ihe approval of drawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the W heat Ridge Building Code (I.B.C) and all other applicable W heat Ridge Ordinances, for work under this permit Plans subject to field inspection. March 17, 2006 City of Wheatridge 7500 W 29' Wheatridge, CO 80002 Deaz Building Division: Attached is the engineering plan we had an azchitect draw up far the finishing of our basement. As you can see from the attached plan, I have highlighted in blue the azea of the basement we are finishing now. We are finishing the basement ourselves and aze not paying a contractor. The basement will be completed in 2 Phases. Phase 1 is the azea we are working on now and aze applying for the permit for. Phase 2 will be later in 2006 or 2007 but is not being completed at this time. Phase 1 represents approximately 315 finished squaze feet. The attached plans show electrical, plumbing, soffits, etc and aze fully complete. Estimated cost for finishing of the 315 feet is: $5,500 We aze the homeowners and our address is: 5349 Newcombe Street Aravda, CO 80002 Note: This is in the City of Wheatridge City Limits Please let us know if you need any additional information. Please contact us when the permit is ready. Thanks, Eric and Shannon Frame (303)971-1381 (303)810-3507 (Shannon Cell) (303)550-6794 (Eric Cell) IN SITE PL., _ ~ , LL Y y N a N N N MUST BE m a m O'o C N JTY~~ a d V v m a rp E o a r t c o c U '3 v m v E a.6i N N o d rn N m > F m c LL a 0 a N 3 5 = o c v m L° 0_ tO r 'm c 2 c c U 3 c y. d Y E m > U > d I- o S LL tL E a U U w = a°.Et m `o .ac o - c o O O U ; 3 m o. ¢ - m m U a m m o m o a o x E d m a > E LL a a a m w z a za 0 m o z m o c~ d U x dS z W Of co 3 r u w U > n o oT 0 r U r n 11 g Tin U U II ~ ~ I N F' B UIL INC Uh'I CIAI, i,y 1 C?L 3 j 2 ~ s is, A l A '3 T.-V 6 of = < N V ~ z N V LQ-3 ti s r a (V 1 y / / s I i \J . ~ aseto-v~ I'' z~ i a tun ;I . ' ~trzase) strzaoe strEaoe " 1 (Mae9 /nl roul5 (~e9 (m)Im15 I i G~i \I ~I I QI / Ices noa I I j I I ~ I ~ I - - - - - - - - - - - - - - - F 0 a a ('.0 u W N _z J ~ o c A d y O 4 ~ d N -p d > N y ~Ny ~ C O L < n~cJS ~c O o o ~ U L w `o uL) (J 6 ~ ~ o d A.d d dL p ~C Tt! m Ma r Gmy dt `o U Oi S. d 16 o d N pt R •T ~ N ~ N ~ c iOJ tea :'co a'E O E'R~o ~ C7 a5 c~~ y . w F O 0u ~a=w LL r) L) U. C) a a a Z J oWW=~aN w rn a U 2 °O Wig :D W w z < = z W y z 2 : J W rG Q W W Q Q K U H Q C? LL W S K tIn R = W w J UA 0: O Q ~ 3 c° w~a Ia'JV~~ J U) W M~ ~=r CD a 0 'o n ~ D (D a ~ o :3 ~ ~ < m 6 N 7 3 SU a CD ~ d 0 ~ 'm ~ N 'O (D ~ 0 ~ d V I )U v T- I~ 0 C- 0 Q a a a 0 N N 0 O 0 ~ C 0 ~ Z (D 0 0 C. : 3 m Wcn O W ~ m ~ • m r O Z (D ~N ~ 0 0 • ~ 0 C Z ~ o v ~ m ~ ~ w::E 03 wCD N 7 A n , O ~ W O to N W O 7 N 3 G (D 6 CD (D :n a CD ~ ~ 0 ~ ~ 9 A ~ 0 3 ~ C- 0 Q a a A N N n n ~ 3 O ^ ~ 7 C 0 ~ Z ~ (D 0 ~ m Wcn O~ W (D ` m ~ ~ • o ~ ~ O , Z c~n U! ~ ~ m o , ` Z 0 - N + • - ~ 0 0 ~ m 0 RESIDENTIAL SITE CERTIFICATION DATE: 9- 2- o y ADDRESS: 53NC1 Nr--W C.c».A 6E srtzEEl"- LOT: SS BLOCK: -_7> SUBDIVISION: 6KYI~t~JG E5'TbTEg t10,3 w--Th-e 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. ❑ The lot grading does not conforxn 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 lr~ Sincerely, IMPRuVEMENT SURVE f PLAT AND SCALE I = 20 F I` Carro ll & Lange = DRAINAGE CERTIFICATE 3161 O! ~ doe No: I miessonai ies some [ool,eers & tano 5urveyors u~mo aroa S i I sr PEB \ ~ c,kowoo~i. i , . c coia.,na adize DRANrtJ BY: I (aaa) seo- ozoo DATE DRAWN: 08- 20- 04 REVISED ISP: $'Z3"0 REVISED ISP: REGRADE: ' ~ i F .n E N n *=FOUND #5 REBAR a WITH PLASTIC CAP o~ Z O=FOUND NAIL & DISK a ~ E=PROPERTY LINE ' BOW=BACK OF WALK pg00 31i93 66. 00 N00'13~11"W ~9 a9~ E=FLOW LINE =PEDESTAL ° LOT 8 =SERVICE c 10' U.E. BLOCK 3 1 {}=LIGHT POLE. PROPOSED TGB=49.6 AS-6UILI TGB= 49.4 > > k1s 47° M d8? ~8= I w w I q. > 010 0 ~n n I ~ = $ ~ +W I ¢g 4 8 I y o~ ,r nNT. I }b~x ~ i„Fxmv arenrr nur n~c ~cvAnws I~h , ~ 15.3 ANU IXt ~ AINAGE PATIERN SHONN pry e aa ar sunW Esr.tes ,V~ ' 21.3' Iq 12.9 ~ ' 41 Bq I'~~~ tl. I ~ , Y M iic ~iao~~ o o c m~Er 4 1' 49 ~ s ne c Ra r. I~ ~ I ED, PEPFq1YED M Ne onM sHoWN, ANo RCCURAT0.Y M!p iRULY DEPICT iNE ElEVAMMS AS 1NEY FJOSiED ON THE ~ `~~O DA1E OF S,VD SURYEY. 1HE RELAl1Yi 2 STORY J~ ¢EvAna's As o[ricM n[xea unr O 85 STONE AND FRAME 8.0 O I cHU/cc SUBSEWENT ro THE onic ERE " ~ vu F° oB ai ~ 5349 oA Ur iEA a H¢ s , , ma n i o Qj I OP RB/I OF SqL 8Y ACTS OF MNI, ~ MMa+ n NEWCOMBE STREET o I O er THE nrrro ae wr,TCg aa omcrs ~ a N FACTORS T1FA60RE. MIS SUq~FY MAY ~ N r S O S NOT ACq1RAlELY pEP iHE IXEVATONS NNO MAWAAM RN OG THE ABOK I ylp ~ I I I 6' PR A A OF SIII I ~ GF=`~8 ` ~ ~ ~ D SURVEYOR. N0. I I . 3, ~b yy 21.3 ~D, ( oa1E oF uP~iv T 9 4' 10 ~6V 1ME VATONS µ0 qiaNACE PATiptN AB OYE SHOMN I 8 ~ x 17 . I AE TME REqS1EREp LN10 SUR ' ~ . COVD I ~fTOR S CERIIFIFD FlHdNGS OR THE FINISXEp CRWNO CRAOES MWND YqIR . PORCH V RESIOEN(i ON 1HE DATE $MOMN YOU, iHE HpAEOVMER, NUST YAINTAIN . 7 )L I iHESE ELEVATONS ,WD GRApES TO PROPERLY OIUN1 THE WAiER A LO~ I WAY FRpA YWR HWSE THE BUMDEF OF lYM1R ~ ' . 70 . HpAE N1LL NOT CDWII I 1 I . ~Ip ~ S111UC1URAL DMIACE TO Yplp NOME CAUSED AS A I U I RESULT OF qVJ!(i5 MAOE IN iNE K 1 I 1 FlwsNm cnAnES n1FnEroRC, Ir is roun ~ O a ~ ~ ~ RESPON9BILIIY TO MNNTAk1 THE GflApES ns ser ar THE euuucp r,HO As annneo H6REIH B. 1HE 9M`.EYp2 I _ . _ 0 J L IN ADDITON. THE H.O.W. PROlECT10N5 OH . r- 1[M1fl RESIDENCE PRONOm BY Yplq ~ 10' U E BUILDER N1LL NOT COKR SiRUCNRAL . . OAMAfE CWSED AS ARESIILTOF ~ CHMICES MADE IN IXE FlNISIIED DRNNACE CRIDES. MEREFd2E IT Is ~ h ~ 66.00' S00'3'11'E R YOUR p2ADE5 AS SET BY ME 9UIlD ~~ER T ANO AS BOW CE„IFIED BY,,,ES,,,A,D, ar r z. ~ FL BUIIDER NEWCOMBE STREET BEARINGS ARE BASED ON THE WEST LINE OF LOT 8, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILING NO 3 BEARING N00'13'11"W . WITH MONUMENTS AS SHOWN HEREON. . THIS CERTIFIES THAT THE ABOVE IS A TRUE AND CORRECT PLAT OF A SURVEY MADE UNDER MY SUPERVISION THiS 19TH_ DAY OF AU , ST , 2004 , OF THE PROPERTY DESCRIBED As: LOT 8, BLOCK 3, FLOOD INFORMATION: SKYLWE ESTATES FILING NO. 3, THIS PROPERTY LIES WITHM ZONE C. DESIGNATED AS CITY OF WNEAT RIDGE, AREAS OF MINIMAL FLOODINQ ACCORDING TO FEDERAL COUNTY OF JEFrrERSON, EMERGENC7 MANAGEMENT AGENCY FL00D INSURANCE RATE MAP, COMMUNITY PANEL NO. 085079-0005 C, STATE OF COLORADO REVISED FEB; 4, 1998. (SKYLINE ESTATES FLG. NO 3.) AND THAT THE LOCATION AND DIMENSIONS OF ALL BUILDING IMPROVEMENTS, EA$f RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THE PREMISFS Y SHOWN. B Y: ~ ~ ' DATE: ~ ~T'.p-04(1 RECERTIFIEU BY; DATE: iHIS SURVEV WES NOT ADDRESS EASEMENTS OiHER THAN iHOSE SHOWN ON THE RECORDED PLAT N01ED HEREON Ws,'11,TLf COlIN1TMENi WAS PRONDED TO THE SURYEYOR. NOTICE: aCCOFpiNG 70 WLORApO LAW YQp MUST COUAIENCE ANY IEGAL ACiION BASEO UPON ANY DEfECT IN TNIS WRKY MRIIN i1MEE T[ARS AfTER YW FlRST I SUp1 DEFECT.IN NO EVENT MAY qNY ACTION BASFD UPON ANV DEFECiIN THIS SUPYEY BE COMMENCED A10RE THAN TEN TEARS FROq''1IIl OF THE CERTIFlCATON SHONN NEREON. . ~ , ~ ~ _ < ti ~ Q ~ ~ r.i ~ a . . . . . ~ ~ `ip ~ ~ _ ' A M . C L J I~ L M LJJ ;.p 0 QJ, ° • . , to a^ 00~,. ~h cD ^ LO n L ~ tn i LO ~i i LO ~ . . . _ _ . o3 < o 1 O p l ~ O . Lo C~~ ' M ' I , . . . . . _......._._....s _ ~ ~ ~ 5t~ . ~ ~ Lfi tn 'j. , ~ Lr Q \ W ~ O • , t 1-- O '•.i . o - r , _ ~ , ~ '~asr~, ~ ~ • ° ~ a ~ ~ J s4 _ +er m tc) ~ ~ ~ ~ ,ai.~.:~ e ~yti . SJ , . ~ .3` ~ - ~ ~ : r . . - ^x + . : , . _ _ . . . _ . , ~a ~ A ~ $ c m ~ ~ o ~ ~ me W ~ ,5 m U ' a~ O SciV ~ ' 3 ~ W LL 3s~ ~ ~ffi~ fr5$ ~ Ey ~a° a W V a~a m~t v~ ~ t bU A a'6y g9 ~ Z 210E a F`cv z 0 ~ W a °w a O a EE ~ 0 ~ w ..j LLJ ~ z a 2 3 O J 0 1, w ~ 0 LL S ~ fl ~ W ~ ~ g0 a ~ $ ~ ~ ~ ~ ~ 2 ~ ~ m ~ 5 ~ ~ ~ E Date: I ~ ( I &~v- A Certificate of Occupancy or Completion has been requested for: ADDR[88: 530 PuQPOSr or S-ruucruar - Irf~- Building Department Remarks: Zoning ApprovaL• ) VL_ Remarks: Public Works so Remarks: Fire Marshall Approk (If Applicable) Remarks: Sanitation District A (If Appiicable) Remarks: Water District Appra (IT 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 S ~ ~I CI • ' BUILDING PERMIT N0. ~7 1 1.3 DATE ISSUED ~ ~ iTYPE OCCUPANCY OWNER CONTRACTOR SETBACKSFROM PROPERTYLINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons inforcing r Monolithic Ci 1 Weatherproofing . UG :,Iea. ~sFu.V-- i!~! 6-i14 A11.. POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Ground Work) -0 y Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rough Electrical Rough Plumbing Air Test Gas Piping 7_~~ Rough Heating & Ventilation •7_ ~.~L~( , Framing Insulation Drywall Nailing Roofing Refrigeration Electrical Underground Final Electrical ..Z. -.nS. Plumbing Heating & Ventilation Frame E ro w r. cv ~ R.O.W. & Drainage ,Qea-j Caer Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER IMPRUVEMENT SURVEY AND ~~`l Carroll s~ Lange ° DRAiNACE CERTIFICATE IESSOUOi union Blvd Suitc I56 - Lakcwou[I, Coloratla 80226 (303) 980-0200 Qw ~ > U oaw ~ ~ 00' N00'13'11 "W ° LOT 8 c BLOCK 3 ~ I ~ ( y i I o~ I ~¢8- {81 15.3 I ~ {~Is 48112. g' 99'`- I O IN I,~a ~ COVD. ` PORCH d8c ' U ~ O 0 ~ a O - - o, 10' U.E. N 1 I ,11e' ~lo I } ~i p.a, 0X x i 11 L 1 66.00JOO -F w o ' v < ~ 10' U.E. ~y$? w i ~ D DI , ~N N 41~ I ~b~ x I rn 7 I 21.3' ~ To 48°- Gf-48" 21.3' W• I 8.0' N [ I - - J 1E NEWCOMBE STREET ~ R BOW I HEREBY CERTFY THAT THE ELEVATONS ANO OrRAe~ocKNI~GE P~TiERN SMOMN ON ~or 1. ar snn,uc Esr.,cc o. s iHEREUM MEltf OE\ELOPED fTqA A SUf1YEY ar THE Al ncsrniam rrtorExn. ataFaxuIEo M THE nAic sHOw,, ua ACCUftAIELY N1D tINLY DEPICT THE EIEVATd15 AS 1HEY E%ISTED pl THE OAIE OF SND AIRYEY. THE q[LA11yE QEVAilONS AS OEFC7E0 HEREON MAY CMNIOE suesEpUEnr ro THE oAN NEREOF O(IE TO ME SU89DE4CE OR UPHEAVAL Of TIE SdL, PDqTqI q2 IXi kFMOV,LL OF Sql BY ACIS OF MAN. NOT AND THE ELEVRTIXIS M!D IXUINACE PBOW SHONN NiE THE REq511 SLRWYpt'S CERTFlED FlNqNCS FlNISHFD CRq1N0 qtA0E5 AROt RESIOEHCE ON THE onlF Yntx2nLi UXAMI THE WAIER AWAY FRpA YWR HWSE. THE BtlILOER OF vOUR NpAE MLL NOT COYEF SiFUCNFAL DAMACE TO YWR HOME CAUSED AS A RESULT OF CHANCES MAOE M1 THE FlIkSHED CRpDES 111ER60RE, li IS YWR RESPON9BILItt TD MAMITAIN iHE CRAOES A5 SET BY THE BUhDER Ni0 AS CERIIFlED HUEIN BY THE SURWYpt. w noomoN, We H.O.W. PaaiccnoNs M YWR IIE50ENCE PRONDED BY YWfl BUILOEN MILL NOT COWq SiRUC1IMAl . OWACE CAUSED AS A RESOIT OF j CHANCES MAOE IN THE FINISHED ' DRNNACE CRMES. 1NEREYORE, IT IS Y(IUR RESPON51&l1tt TO MnINTAIN THE GRADES A5 SEt BY THE BUIIDER AND AS crnnFm er THE suRVEron er auaont BEARINGS ARE BASED ON THE WEST LINE OF LOT 8, BLOCK 3,OF THE RECORDED PLAT SKYLINE ESTATES FILWG 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 19.T-I DAY OF AUGUST ,2QQ~ , OF THE PROPERTY DESCRIBED AS LOT 8, 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 JEFFERSON, EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 085079-0005 C. STATE OF COLORADO REVISED F~ITpl (SKYLWE ESTATES FLG. NO 3) AND THAT THE LOCATION AND DIMEN QS~„~G~~JJ G IMPROVEMENT,,Si`` • R RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND E ~7$r -ON THE PREMfs~~.~"~ LY SHOWN. i ArTEsT n+AT ro THE eesr ov oce % . nE As-auwr anAo~c caNa vVxrn m.~ ~ ~ n+[ crtAox+G Ara ~ c BY: ' 35942 Z e DATE: DEfECi. Irv NO EVENT MAY ANV qCTION BASED UPON RNV DEFECT IN'tNl~ SURYEV BE WNMENCED MORE TMAN TEN YEARS PLAT THIS SURVEY DOES NOT ADDRESS EASEFIENTS OTHER THrBYi~~ ORDED PLAT NOTED HEREON. ~Id9 NOTICE: nccoROiNC ro coioRnoo uw rou MUST caeM~~lNfr~p Gµ<KGY~ anseo ueon ANr o[rccr iN 1ws wa~t e SCALE: 1" = 20' JOB N0: 3161 DRAWN BY: PEB DATE DRAWN: 08- 20- 04 REVISED ISP: 8'23-0 REVISED ISP: REGRADE: i P_ nFNn • =FOUND #5 REBAR WITH PLASTIC CAP O=FOUND NAIL & DISK C=PROPERTY LINE BOW=BACK OF WALK Il IINE ❑ =PEDESTAL j =SERVICE {}=LIGHT POLE . PROPOSED TG8=49.6 . AS-QUILT TGB= 49.4 ~ Z 0 10 X T WAS PROVIDED TO THE SURYEYOR. AFiER Yql i1p5i DiSCOVEREO SUCH DATE OF THE CERIIFICAIION SHONN HEREON. 2 STORY STONE AND FRAME 5349 NEWCOMBE STREET ~ ~F=SOS 232Et3 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17607 BUILDING INSPECTION LINE -(303-234-5933) 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 : 5349 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21948 Company : Greater Western Fence Phone : 469-8261 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certi(y that the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or re9ulations 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 a9ree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable W heat Ri{ige ordinances, for work under thi ermit. el (OWNER)(CONTRACTOR) SIGNED DATE - S J 1 Description : INSTALL 1X4X6' CEDAR TO BOTH W INGS Construction Value : $350.00 Permit Fee : $30.55 Plan Review Fee : $0.00 Use Tax : $4.20 Total: $34.75 Use : EM Zaning"Cammsnfs:' Approval : TRC Zoning : pRD Buiading Ccitlimsrits:' Approval : Publie Works Corngients:' qPProval : Occupancy: Walls BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : OK Please Note: Owna / conkacWr is responsible for locating properry lines and consWCting improvements according to tho approved plan and required development standazds. The City is not responsible for inaccurate information submitted within [he plan set and any consuuction errors resulting from inaccurate information. Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval : (1) This permit was issued in acwrtlance with the provisions set foAh in yopur application and is subject to the taws of the SWte of Colo2do antl to the Zoning Regulalions and Building Code of Wheal Ridge. Colorado or any other applicable oNinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within siuty (60) days irom issue data or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amounl normally required, provided no changes have been or will be made in ihe 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 fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the naNral Flow of water causing a dreinage problem. (5) Coniraclor shail notify lha Building inspector lwenty-four (24) hours in advance for all inspections and shall receive wririen approval on inspection card before proceediing wilh successive phases of the job. (6) The issuance of a 'bor the a BTbfB2wings and specifcations shall not be construed to be a permit for, nor an approval of, any violatlon of the provisions o( c or any other o nanLe, law, rule or regulation. r ~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. flug 23 04 12:02p Reding 303-650-8234 p.9 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE .303,2345933 CITY Of WHEAT RIDGE ` 7500 VYEST 28TH AVENUE WHEAT RIDGE, CO E0033 - (303-235-2855) APPLICA iropK,y cnw„er I'ropcmAddress: Cnnuactor License No.: Compunv: rnow -?37-4-(,6 P,,ow ,l-~Q(.,.t li avMER,CONiRACTOR SIoMn7URE OF uraERSint101q0 ANO nWRE011Q Construction Value:$ I haraby wrti/y that ina sethack tlamnces pmposee by me pemM application are acarete, and do not violate applitable ordinancas, mles or ragulatiora of the C"ry M Pemut Fee: $ uu~1 R+e9, o, cov.naoes, easemants or r.sa:aon of record; mat an mcasuremeMS shown, antl allegatlons rtatle ara ecwrete; Mst I heve read anE plan Review Fee:S agree W abida Dy all eonditiom printed on this epplGa6on and Mat I assume ful l lce TQ-S responsibiidy for cortpiinnca wdh Ne Wtiaet Ridge BuilOirq Code (U.B.C) entl aN oMar apphcable Whcat Ridpe Ofdirepus, for work unMr Mis pamit. T018lS (~xOONTRACTOR) SKa4EQ 3~' (onn+ER1(WNTMCfolQ'PRIMm E\9~ DRTE '`a J I V . Description- *9,R~Ci.\X C( dGf t'D i Sq.Ft.a00eC COMMQJTS: Approval~~ Zoning: P¢'~ Approval: VWRKS COMMENTS: APPrOV2I: TION Building Partnit Number Date. L ~ BUILDiNG Walls: Roof. Stories: Electrical License No: Plumbing License No: Company. Company: - Ft.: ~ - - ~ Residerrtial UniLs: Mechanipl License No: Company: Expiration Date. Expiration Date: Expiration Date: Annroval: Approval: Approval: (1) This permitwas iwuod In aaordanoav+ithihe provlsbns setPortli in your appBotion arM issub7ecttothe laws of the Smte N Colorado anM W Na Zoning Regulatiore anA BuiWinp Codes d Wheat RiEge, Cobndo or e m/ other applim Cle orCitrences of the City. (2) This pertrvt shell expire 'rf (.y tha work authwizad rs mt cortu*nnced vnMin sMy (60) deys from issw Oate or (8) tl» Duiltling authorized is su5pendeC or ahaMOnaO for a perbd of 120deys. (3) ItthiapennRezpires,anewpermitrroyOeacquiredforafeeolone-MlfthearnountnormHYyroQUired,provitletlrqdianges tave been or will be made in Ne original plere erM specifrcetiota aM any wspan5bn w abandonmwd tas not mccee0ed one (1) year. If cliergas have been or tl wspensbn oraEendomnorit axceaGS one (1) yesr, Tull feea shell ba paid bra nwwpemil. (4) No work of any manner shall be done that hdl chenge Mw natwal flaw of water pus'xig a drainape prodam. (5) ConNaGOr shall mdy Na Buildirg InspocW r twenty-four (24) hows in atlwnca for all inspectiore aM shaQ recaive wtilten approval on inspaceon eard before proceedig wNh suooeasive phsses of tlw job. (6) The 'sswnca of a peRrit or Ihe approval o/ dnwitgs erW spacificaUOns 5hatl mt ha consVUed Bo be a permd for, mr an approval ot, any violation oFthe prov'sions o1 the 6uildng oodes or any oUwr mdmariw, law, rule a regulaGon. Chief Building Official Aug 23 04 12:02p Reding 303-650-8234 p.10 PAJG.SB.2004 1: 14PM Ii0.77a P.3 P LOT P LA N FOR MELODY HOMES INC. lOT $ . BLOCK 3 SKYLINE ESTATES. FlLING 3 CITY OF WNEAT RIDGE. COUNTY OF JE R STATE OF COLORADO. ADDRESS 5349 NEWCOMBE TREET )0 49.70 N00'13 1 N 66.00 •60 N i.E. io' u.E ~ Cn ~SETBACK ~ oraSET riDI ~~ml4h-_ /~rL~o Sj I. ~1a17 1)A I :d i~ r;... ~ C~~. 7. OJ ~ 4sMr ~ tai I q ry,R 1 I w 8• ' fDb> 9&9 inl g~6NT ( i. I~ i~ I N ~ roa - R9•r ~i euu~e ~ I i^ 89 p' v.4 i ~5. I I L~~ ~~~J DRIVEINAY I I'^ DI RO~ I 1-4504 L10' U.E. 10' U.E. NWO 1 3 1 lw 45-681 NO~ NENW/71.3E ST2tET wca CTSKF• MODEL 2624 RH 3 CAR ELEV. A tDi ARE~. (SF~ 79 FqUSE nREA ( F.7 ~ 7]9~.~07 006 ~ar Mor ~auiP Mrnor cas ww Tai B~ MF~IGHT: 28.L" LG° ,~w w~, AV6. BLDG NQCNT- zs.zs• y ~anw~,mm w ~ s rs ~ us +a nc AV6. F.G.- 9$. q y~o ~ fiu~r~ ~ a•wr[ xw'i rURe ra ep~ ~ ae~ic~o w'~.wa~aaw~av~re~+aV.nu~~iiswiena. •w w... ~ ws.nwc~iost no~°~'~n ~'~ic w°a m~o iai~anu~ wr~c a[N t APanOVED FOIi 47NaRG •T I t lECE1Oe n 1111LI~Y PfCESi ALS WA 9ERVIGE FO9P~CpR(x uNE SJWITMY SENQ2 SERViCE f01M~ gp~..FilONT~Of wNJC • 2' SfAQfFA REOUtt1E0 7(T LICHT POLfi IL•fIDW LIIiE ~Li f~Kw~oE Ftl1i 2-HTOP'l/ iw-~vt fft MYDRNIT ~d7 COb~A7[ Fd IGRC E9 QMEIADY HOMES MINIMUM SETHACKS: ~Q SCALE: 1'•zo' m s~ar~ FRON7: 20.0' pq7E;04-2 - a flast 4~RID~Nylvn 1-300-9T2-~987 SIDE: 7,5'REAR: 1V REV- wrsrxa+afla cw. aooso "534-6700 .e~.G° ~~T SIDE:20-' 8Y: BMA ranxar fmJ #B6-taaf s..~' MINIIAUM rAX. • (soal 4ee-ues BETYYEF1d STRUCTURES:15' JOB N0: ~ ~j~nanta~(b,~I ~l~rvtE 4S~ 2~• l.~e~ C.oti..~v l~a~ 7_- Zc --oy- . _ ~ C' A . .S 3`+ q_ _ rV R,w c~!h~aR. -~_r_c m_ 5 h_~cA+~ ,v q~v . F_<tAmA. ) ' b y _ ~ t~bR n. • _ _ _ _ _ _~'`c~\o~~ _hc_~,AS _ s~~.a~_ ~o p.~~.~ti . ~ _ . rv (rt3 `r r'~ 'A_.....~~~~:r~ ~i-~~~rY~c~<r. .~.Y44J~..~.`~. . , . . . _ . . . . . . . . . N?tiv~ N1_Y\c~ ...~~I \q-C1({'~ . . . . . . , ~i1:U?~,~1 \ v:, ~'t~✓. e -v~c n ~ AY~ v~ c r c ~ _ - ~ i~~-~M.~_ 4 ~•.n~~; w w,~ \~~..,7 v~~~--T~ C 1 ~,,;_c~r~lS , i I11~ _ _ 8~.: _ wS r.h\\ea _ h. s Y-~t:• ~ c_c; ~pcw~~ _K'~.~\v.% C~.-.c.➢ Yr~ ~'r-~ v~-~ ~r,e~\?.~ _ j ~C~-_~l p ~y1~h~ ,3 m\SkcV-sL ~Y'~.SS.?C.S. ClN'~...... YJhC1,Sa;\~j. . . . . . . . . _ . _ . . . . _ . . . . . . . . . . . . _ . . QS•_ m--~k~,r~ o,,r v _ _ _ _k~v..~ v,~ ~~~v>=a_• _ _ _ _ _ Showtime Netwark July 19, 2004 D.R. Horton Melody Series Skyline Estates 5362 Parfet Street Arvada, CO 80002 Attn: Lynne Dear Lynne, Fax:303-694-1278 Jul 19 2004 16:05 P.02 i f~~ 11p'~ S We wanted to thank you for walking through the construction site of our new home on Saturday, July 17, 2004. We wanted to summarize some of our immediate concems so that they can get fixed before construction progresses too faz. Hopefully outlining these will make the process much smoother for us and for Melody. The concems are for our home in construction at 5349 Newcombe Street, Skyline Estates (City of Wheatridge City Limits). Here is an outline of our concems: •r ~T > V-) "1014. t0 S K,~ ~p V" There is an order posted in the gazage by the City of Wheatridge building inspector to correct several items. Work has continued anyways on the house and not a11 of these items have been coaected. The garage service door swings the opposite way that it is laid out on the floor plan. The extra GFI outlet we requested while at the Design Center for the garage was to be placed on the interior garage firewall centered on the wa11. It is currently behind the garage service door, and when the door is opened, it hits against the outlet. The window well on the 3outh side of the house, closest to the street (otherwise stated as the Eastern most window well) is bent and dented badly. Showtime Network Fax:303-694-1278 Jul 19 2004 16:05 P.03 ,l..5. There is a hole between the foundation and the &aming in the front " corner of the house where the &ont dining mom window side and w the porch meet. The hole is approximately 3 inches long and 1.5 inches wide. From the basement you can see daylight outside and . from outside you can see into the basement. 6. rv ~ We had requested an additional TV/Phone dual outlet be placed in d'p5 the Den in the center of the North wall that does not appear to have been wired. 7. In the framing of the doorway into the Main bathroom upstairs, there are two 2 x 4's that have been eut through almost entirely. They were attempted to be repaired by nailing them back together but this is not structurally sound. i m`w 8. Some of the shingles on the Bay window looking down onto the roof from the Master Bedroom appear to be cut or tom, These should be replaced. When the heating/plumbing was put in, there was a hole cut into ~ the laundry room floor. The hole was approximately 6-8 inches in diameter in the floor right as you step from the garage to the laundry room. Instead of that piece of flooring being replaced, a patch was put in. The patch dces not appear to be adequate for a high traffic weight beasing area. We would like the entire piece of flooring replaced to prevent failure or future injury from happening. Thank you for taking the time to address all of our concerns and we look forward to getting these items resolved. Thanks, Shannon Frame Eric Frame I N m M 0 , w~ os w~ w:3 0 ~ o t~0 N W O Itw1 -O^". 7 N S G fD Q N 7 3 41 a (D ~ ~ 0 ~ N 'D ~ ~ s 3 rt C- 0 Q D a a A N N ` / 0 0 ~ 0 ~ C Z ..S ~ ~ (D W 0 ~ n w v cn m O W CD m ~ • r O Z ~N ~ 0 0 m r-IL ~ L Z 0 N ~ (D o v ~ m lu „'i F ~ iInforn2a~tion .To"Build On Engineering • Consutt►ng • Testfng June 16,2004 DR Horton - Melody Series 11031 Sheridan Blvd. Weshninster, Colorado 80020 Date ofObservauon: June 4,2004 Project No. 532-40350-850-2 Subject: Footing Observation for a Structure at 5349 Newcombe Street, Lot 8, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado References: 1. Geotechnical Engineering Report by PSI, Project No. 532-35120, Addendtun 1, dated Mazch 1, 2004 2. Foundation Recommendation Letter by PSI, Project No. 53240350-850-1 3. Foundarion Design for the Subject Site by Cobb Associates, Job No. 8303080, Model No. 2624 An observation was made of the footing fotms, prior to placement of concrete, at the subject site on the referenced date. The soils exposed in the excavation were capable of supporting design pressures as recommended in the above referenced documents. The soils exposed in the excavation and the type of foundation under conswction are consistent with the recommendations presented in the above referenced documents. The footing excavations were clean and dry at the time of the observation. Please call if further consultation or observations aze requ'ved. Professional Service Industries, Inc. Joh Proager iMan Reviewed by: Leslie A. Jansen, P.E. Senior Project Manager JRD/sej 'Woti 34330 Professional Service Intlusiries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 roi Information mToBuildOn Englneering • ConsWting • TesiTng June 18, 2004 DR Horton - Melody Series 11031 Sheridan Boulevazd WesLninster, Colorado 80020 Date of Observation: June 11, 2004 Project No. 532-40350-850-3 Subject: Observation of Reinforcing Steel for a Shvcture at 5349 Newcombe Street, Lot 8, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado ReFerence: Foundation Plans for the Subject Site by Cobb Associates, Job No. 8303080, Model No. 2624 M observation was made of the placement and size of the reinforcing steel in the foundaGon walls of the subject structure. The observation showed that the grade and spacing of reinforcing steel were in general compliance with the above referenced foundation plans. The elecaic gound rebaz has been placed ia the foundation acwrding to the National Electric Code, Section 250-50C. Professional Service Industries, Inc. John R. Dietzler, S.E.T. Project Manager JRD/sej Reviewed by: Leslie A. Jansen, P.E. Senior Project Manager Professional Service Indus[ries, Inc. • 4765 Intlependence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 r Information BuildOn Engineering • Consulting • Testfng June 18,2004 DR Horton - Melody Series 11031 Sheridan Boulevard Westrninster, Colorado 80020 Date of Observation; June 16, 2004 Project No. 53240350-850-5. Subject: Observation of Drain System for a Structure at 5349 Newcombe Street L,ot 8, Block 3, Skyline Estates Subdivision, Filing No. 3, Wheat Ridge, Colorado An observation was made of the drain system at the subject swcture. The drain system materials observed were found to be in general accordance with our recommendations. Random measuremenu taken from the top of the foundation walls to the top of the drain pipe indicate that a positive slope was maintained to the outfall. A visual observation showed that damp proofing has been applied to the exterior walls of the foundation. Please call if we may be of fiuther service. Professional Service Industries, Inc. Reviewed by: Leslie A. Jansen, P.E. Senior Project Manager Q ~ pMZje~ct ieler. Tanag er r JRD/sej oE A. lu, -71Z1Oy 34330 Professional Service Industries, Inc. • 4765 Independence Street • Wheat Ritlge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17173 BUILDING INSPECTION LINE -(303-234-5933) Date : 5/21I2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: MELODY HOMES, INC (SKYLINE FILING 3) Property Address: 5349 NEWCOMBE ST Phone : 466-1831 Contractor License No. : 21279 Company : Melody Homes Phone : 466-1831 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $206,943.00 I hereby certify that the setback distances proposed by this permit application are accurate, and permit Fee : $2,070.91 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or easements or restrictions of record; that all measurements shown, and alleqations covenants Plan Review Fee : $100.00 , made are accurate; that I have read and agree to abide by all conditions printed on this Use Tax : $2,483.32 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rid e ordinances, forwork under this permit. Q~ 65423 Total $4 : LR~IV DATE ~ ~ , lJCF 1J~Al /Y.4 (OWNER)(CONTRACTOR)SIGNEDy Use: Description : 2624 A- W/ 3 CAR TANDEM GARAGE, FIREPLACE IN FAMILY ROOM FAMILY ROOM IB ► 3 c-k BAY WINDOW IN %C~p,oo 659 V~ BUILDING DEPARTMENT USE ONLY SIC : -Sc1`flc;s~JJ oK Ovmer/con ~~se Note: l~es ~d co ~r fs respansible tor ►ocating ~r,,,,~., ~WMing improvcments accord[r.- The City ~ not resd required development s4 . 5114104. Su6mir.ed withinP~ns~61e for inacciirate inf,. errors resultin ~e p~~ Set and any consd 8 hom inaccur~c; informa;l";, OK. 5114104. SEE ATTACHED SHEETS Roof : Stories : Residential Units Zoning Comments: Approval : TRC Zoning : pRD Building Commants: Approval: CR Publie.Works Comments:; Approval : DFB Occupancy : R-3 Walls : 2X6 Electrical License No : 21284 Company :Thunder Ridge Electric Co. Expiration Date : 2/28/2005 Approval : OKIKS Plumbing License No :19354 Company:Millwood Plumbing & Heating Expiration Date : 5/25/2005 Approval: ok(ks Mechanical License No : 17790 Company : Four Seasons Heating Expiration Date : 5/30/2004 Approval : OKIKS (1) This permil was issued in accordance wilh the provisions sel forth in yopur application and Is subject to lhe laws of the Slate of Colorado and b the Zoning Regulations and Building Code of Wheat Rldge. Cobrado or any other applicable ordinances of the City. (2) This permit shall expire if (A) ihe work authonzed 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 lhis permit expires, a new permit may be acquired for a(ee of one-half the amount nortnalty required, provided no changes have been or will be made in lhe original plans and specifiralions and any suspension or abandonment has nol exceaded 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 nalural Flow of water causing a drainage problem. (5) Conlreclor shall notify the Building Inspector twenry-four (24) hours in advance for all inspections and shall receive wntten approval on inspection card before pmceediingwithsuc phas ejob. (6) The issuance or pprQQQval of ~ and specifcalions shall not De construed to be a permit for, nor an approval of, any violalion of the provisions s~yo inance,law.mleorregulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMlTN17']'DEVEI,OpMENTAEPARTMENT BuildingPermitI~Fwnber T-c BUII.DWG INSPECTTON LINE _ 303-234-5933 CTTY OF YV~EAi RIDGE 7500 WEST 29TH AVEnUE WHEAT RIpGE, CO 80033 -(303-235285~ 1 ~PIJCATION Property Owner: v Y)e(OCu~ --WAc . Propccty Address: 53/417~~~C.~.. Phone ' Gonaactor License No.: j~ / ~ Co~ny.' I'/y~AOG~ ~ lli~Yt12Q:_J.l.<c~ Plaaa ~iP- ~O 0Wf:EP1COnTfuC(OR SIGIUTUQE OF IiNDERSTANDNG.V:D ACRLFJN[Y.7 lhcrcbycuti(yNat lMSCtbxkAisuncapropoaedLylhispcmrilapplicatiaixeucunlc, CO]1SU11ChOIlv21llC;$./-r&tj4W• anddonoiviWaieapplipbkordinances.+uksortegularicnsp(tlfeCieyofKAwtRidgcor permitFee:$ tavenanu, easeTltlnts ar res trictions otraord; dLst all measwrnxn Is shown. md allegatien. nude arc accuralr, Ihai 1 havc ried md 9¢ra w aLiAe 6y all ~ditions wln~a a il.:~ plan Review Fec$ /O O. D appticatim md thai 1 tasume Ntl respansipiliry fin eompliame witfi the Wheat Ridgt ,i,~:$ Building Code (U.9.C) md all oiher rypiieabk Wheat Ridge OMinu~ce; fa work unda lhiv prnnil. Total:$ IONT'EftXCOMAA(;'(pR). SIGNED DATE L~ (0`1JNERMCONT11ACfOR):PRIMED DATE [ DESCRIPTIOri: 9 &'~214 1.(.(ti aV'1CXaInwI. l`7[.-ICtC , GV'-2Pl~lC.x V~'l 'P(tM ( b ~r~.~ j ~ ~ ~t~"1J 4tii ~l/1")1 ~ ~ ~ SU1Lll1A'G AEPAR7MENT ll5E ONLY Zomna CoMMea+n: Approval:@~~ Zoning- p{~ ~ euuoINO Correnra: Approval: PVSuCWORKiGOMMCMS, A2J4 Approval: occupawy: Q 3 walls:, Rooc: stm;es: Elactrical i,iccnse NoN Plwnbiug License No~m c°~'YTh~xr~cR~,c Q«k~e. Co~,y:millr, P~~,bi~ Expiiarion Date: v Fxpiraaon Date:/.~~ Raidential llnits: Mechanical Lieense No: compaux ~01Ur jpaau-d facpiratioa Date: l1I Th:evem+n.asissuWiaaomdmnwnhdeq'ovisia.smk.0 it rr&pPk+tj.Wusu6jsi41M1eNwM16c5aeNColaWoawmAeZo.ug Resolations and Bwld'nVt Coddnf WAwt flidye.Cdmdo ar my dhaappinbk atm.n,es ddtCtiry. /D TL'npewieda9eapirtif(A)Y*eMakmAwiaedhea~adwilhutW1(60)daYsfianiWmmamlBlftMdldio6awhaiud'ufuNmdWu .WdanN fv a perie0 ef 120 Lyy. l31 1f ghis p~ij upires, a nev.' parmi, roar Ee aryuird [a a t« af o~ 4alf fic ~ eoansNj mqu'ved, yro.idcd no dhaoga Yave becn v rill Da made m tl~e antori plw wd fpec+fiuiwae rd YY sq0em~w Q~Wedm.urol Fn ea e+«eded ox (1) IIG6rya FaK 6em a ~(euye.nw m abmdonmeru ~ca.as a.e far, (uti fess Aa! eepid far ~ eew pami~ (a) No +mr4 Mary wvna a►ae 0e dwe tTr wi9 cn.np tlrc pnua111ax d.~ wwit a Aawge pmbkm. (5) Ceno-anar ib.tl m46 tlw BnldiM Ixpees twp-fw UQ h~ io Wenoe for .B mryatioip aad ilu➢ *e%dw wiute app.al an inspecfiw md befaeoFoccedinirhpsucerod..plaesof&ejoA , (6) ThsiwuceMaD~ntr6.-PPIwdofdnrinpaedut-:ikauanshitlwbeewwwdbbeipmniliar.earuOPVb.'+1 M.auYvio6limafhe yrpisio AebwWin{mdeca+MO ~duma.L..rvka~epWia. G Lildiny la5pect0[ LO'd TZ:SI b00Z 6i Jctti LS8ZS£L£0£:XEj md '8 9h1INNtlld RcusscL Residential Worksheet (SF/Duplex) G„N ~7 Submittal requirements: Copy of Deed 1?1 Site Plan (to scale) ~ Elevations ~ Address: 52~4 N'CwCOv+^6C S't. 2624' 'A Zoning: ft Use: E1 S Property in the flood plain? N V Lot Size: 73ZO sq. ft. Lot Width: Wo ft. Maximum Lot Coverage: 40 % Proposed Improvements: House: sq. ft. Addition to House: sq. ft. *Shed: sq. ft. Detached Gazage: sq. ft. Proposed Lot Coverage: (Total) 2(V' `M° % 31(,$ sq. ft. Existing Improvement(s): House: sq. ft. Shed: sq. ft. Detached Garage: sq. ft. Other: sq. ft. 2134 • 8¢ Sq. n Required Setbacks: FR Z, Provided Setbacks: FR -43 ti S 7.5 S7.S R lo s t5 s g' S R30. 4 Maximum Height: 35 ft. Proposed Height: PP'CIA ft. Maximum Size: 31toD sq. ft. Proposed Size: 24 31 ' g~ sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any proper[y line, except when used as joint access for two or more lo[s. In iesidential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. One and two-family dwellings may have horseshoe dnveways, provided that the sheet accesses are at least 30 feet apart, measured from the interior edges. For all uses, one access poin[ per properry is permitted *Metal sheds in excess of 120 s.f. not allowed. Landscapin¢ Notes For one-and two-family dwellings, one tree for every 70 feet of street frontage is required. 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. Street trees required: Street trees provided: DEPARTMENT OF PUBLIC WORKS REVIEW FEE STRUCTURE FOR BUII,DING PERMIT APPLICATION Date: 5'2-5"04 1831 ~1o~ 3' t ~ t+' Applicant: t'L~..O O m 5 Phone # 3O t- C Location of Construction: 53`l9 Purpose of Construction: S,Nacc- Building Permit Value: Single Family X Commercial Multi-Family DEVELOPMENT REVIEW FEES Development ReNiew Processing Fee: S100.00 (for documem processing) Single Family Residence Review Fee: E50.00 $ $o (for review of applicable technical docnments) CommerciaUMulU-Family Review Fee: .(for retitiew of exis[ing technical documems) $10000 $ •(for review of technical clocumerts for conshuction in Right-0f-Way, Final Drainage Report, and Erosion Control Plan) $500.00 $ CDO"f Access Pemtit Fee: $100.00 $ (for documem appliption and processing) Traffic Impact Study Review Fee: 00 $ (for documem review and processing) F7ood Plain Variance Review Fee: (for documenl rcvicH' and proc;cssinK) Class I Applicalion: $300.00 S Class I PublicationlNotice N/A Class II Application $750.00 S Class II Publication/Notice 00 ~ TOTAL REVIEW FEES (due at time of buiiding permit issuance): $ /So . o0 PLEASE NOTE THAT IN ADDITION TO 7'HE ABOVE FEES, TFERE WII-L BE ADDI'I70NAL LICENSING AND pEgM1'[TING FEES REQUIItED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-0F-WAY. Sigoature of Appiicant Date RwOb03 04 W~T~, DEPARTMENT OF PUBLIC WORKS BUItD/NG PERMIT APPLICATION REVIEW Date: Laation: 53q9 Attention: Building Department 1 have reviewed the attached materials submitted in application for approval of a Si..~GC.E F.4-.N«-y ~2ESiDE,vtc at the abovc referenced address. Please note ehe summary comments below. 1. ✓ Boundary Closurc: _ OK _ Not OK; refcr w stipulations. 2. ✓ Drainage: a. Drainage plan ard report neoded _ b. Drainage plan not necded c. Lot drainagdgrading lo be reviewed by Building Division ✓ d. Sitt drainagdgading provisiotu have been reviewed and are: ~ o vex~o7- ✓ OK Na OK; refu to stipulations. 3. ✓ NPDES Permit Rcquired: _ Yes ✓ No 4. ✓ Public Improvements: a. strxt paving needed: Yes ✓ No b. curb and guttu needed: Yes ✓ No c. sidewallc needed: Yes ✓ No d. sveet lights needed: Yes No C. storm sewer needed: Yes ✓ No f. ktter of aedit required: _ Yes ✓ No If a Ietter of credit is requ'ved, for what improvemcnts? .✓~RAmount of Ietter of credit: N/A 5. ✓ Subdivision Agament roqu'ved: Yes No 6. ~C Devdopment Covenant requ'ved: _ Yes _ No lf Yes, for 7. ✓ Traffic impact analysis and report roquired: 1'a ~G Na S. Statc Highway Access Pertnit nxded: _ Yes No 9. ✓ New rosdway or alley R.O.W. dedicaaon recommcndod: _ Yes ✓ No If yes, what is rocommcnded? ]0 . ✓ P,11 existing dodicated roadwaysJalieys meet the sundards of the City: ✓ Yes _ No ]f no, which do ra1 and what is rcquesled: .~/,f ll. ✓ 12. 'd/t APPROVAL: 'T'he Public Works Department has reviewed this request and hereby gives iu approval, subject a the above and/a attached stipulatiorks. Signarure David F. Brossman. P_L.S. Dae NO APPROVAL: Ttie Public Waks Department has reviewed this request and does not give its approval for the reawns uated: Sigmtare David F. Brossman. P.L.S. Date C~RA'D~n~b GE'RT~Fi~.YT~on.~ LE7TE.e F.ZOM /~E. 13. ✓ Stipulatioas anachcd: ✓ Yes _ No 14. ✓ Summary Comments: damacc to the existine Public Improvements as a result of this conswction is to be repairod a m«t Citr snndaids bv [hc Permit Anolicant orior to the issusnce of the Cenifiate d Occuwncr A Dreina¢e Certification Letta is reauired prior Io the issuance of the Cutificate of Occuoancv. ay of vn„st radae LkpwtrneM d R#c works DEPARTMENT OF PUBLIC WORKS (303) 235-2861 7500 WEST 29TH "ENUE WHEAT RIDGE, CO 80033 FAX (303) 235-2857 LETTER OF NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATED 5«/k~ ADDRESS ~3`19 Sr`gc-~ Deaz 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 shal] be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) 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 M03 M~ i Infornuztion rr~~ ToBuild On Englneering • Consu/tfng • Test(ng Melody Homes, Inc. Mazch 1, 2004 11031 Sheridan Boulevazd Westminster, Colorado 80020 Job No. 532-35120 Subject: : Sununary Report of.the Geotechnical Evaluation for 5349 Newcombe Street, Lot 8, 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 1, 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 evalua6on for a portion of the subject subdivision that includes the subject lot. This letter smnmarizes 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 foundarion engineering purposes. The above referenced Geotechnical Report (See Reference 1) should be utilized for construction or foundation engineering purposes. SITE EXPLORATION Site exploration consisted of drilling one boring near the anticipated center of the subject residence. The boring was advanced to a total depth of 24'h 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 24'/: feet of overburden soiis consisting of fili, silty sand, 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 SOILS/BEDROCK As is common in the Denver Metro Area, some of the soils and bedrock present in this subdivision include expansive clays that will swell upon an increase in moisture content. Experience has shown that some increase in moisture content of the expansive clays beneath the proposed residence and surrounding improvements should be expected due to site development and associated landscape irrigation. Professional Service Industries, Inc. • 4765 Independence Street • Wheat Ridge, CO 80033 • Phone 303/424-5578 • Fax 303/423-5625 Melody Homes, Inc. Skyline Estates, Filing No. 3 Lot 8, Block 3 FOUNDATION RECOMMENDATIONS Job No. 532-35120 Mazch 1, 2004 Page 2 of 5 Based upon the subsurface conditions encountered at the site, the use of grade beams and Type B- Narrow Spread Footings or Footing Pads are considered the most appropriate foundation system for the single family residence proposed on this lot. A grade beam and narrow spread footing or footing pad foundation system is utilized to concentrate the loads from the structure on the individual footings or footing pads, thereby opposing the effects of the swelling soil and/or bedrock. In addition, a void box or air space is constructed below the gade beams between the footings or footing pads to help concentrate the loads on the footings and isolate the bottom of the grade beams from the expansive soils and/or bedrock. FLOOR SYSTEMS AND SLABS Basement Floors. Basement floors in the Front Range area are commonly 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 particular site requires an assessment of whether slab movement is likely to occur, the potenrial amount of slab movement, and whether the potential movement will result in imacceptable 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 are also recommended in basement azeas 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 azeas as ciiscussed in Exhibit A. First time as well as subsequent homeowners must be informed of this potenrial risk and homeowner responsibilities for maintenance of various items as discussed later. Slab performance risk associated with the soils and/or bedrock materials anticipated to influence the Uasement floor system on this lot have been judged to be in the low risk category. As a result, a slab-on-ezade basement floor system is deemed suitable for use on this lot. Experience has shown that basement slab-on-grade performance has generally been satisfactory on sites where the slab performance risk is judged to be low to moderate. In the Front Range area, basement slabs with up to 3 inches of elevation differential and/or some minor cracking is common and is generally considered "normal" on sites in the low to moderate risk category. While such movement and/or cracking may not be cosmetically desirable, they are generally not anticipated to adversely affect performance of the basement slab or foundation provided that all recommendations for slab-on-grade construction and homeowner maintenance described below aze closely followed. This discussion assuxnes the basement is non-habitable. In light of the preceding information, if the homeowner elects to construct improvements in the basement, the improvements must at least be constructed in accordance with the "Slab-on-Grade Construction Details" presented below. Non-Basement Slabs. Garage floors, driveways, sidewalks, exterior porches and patios aze normally constructed as slabs-on-grade and are usually incorporated into the construction of a typical residence. In areas where expansive soils are present, non-basement slabs are likely to undergo some heaving and cracking. Performance of these non-basement slab-on-grade elements in areas of expansive soils is variable and unpredictable. At the present time solutions using readily Melody Homes, Ina Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 8, Block 3 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 moishue content is inevitable as a result of development and associated landscaping. However, extreme moisture content uicreases can be largely 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" siab). Plumbing and utilities that pass through the slab should be isolated from the slabs. It is recommended that flexible boots be used on all non-pressurized utility lines above the floor slab. 2. Heating, ventilating, and air conditioning systems supported by slabs should be provided with minimum 3-inch flexible connections between the plenum and the air ducts or piping. 3. A minimum 3-inch void space is recommended above, or below partitions that are 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 sh-ip. Doorways and stauwells should also be designed for this movement. Recommended conshuction details for partitions, doorways and stainvells are presented in Exhibit B. NOTE: Movement of slabs supported on e.rpansive soils/bedrock could exceed the partition void space recommended above. These void spaces are not intended to anticipate total potenrial slab movement. They are intended to prevent immediate da»zage 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 professiona] 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 gravity outfall away from the residence or to a sump pit which would allow pump discharge. If a gavity discharge is utilized as the primary dischazge mechanism, it is recommended that a sump pit also be constructed Melody Homes, Inc. Job No. 532-35120 Skyline Estates, Filing No. 3 March 1, 2004 Lot 8, 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 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 soiZs 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 conshuction. 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. 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 areas. The minimum decline away from the house should not be less than 6 inches in the first 5 feet (i.e. 10 percent) with a minimum slope of 2 percent thereafter. If settlement of the backfill results in low azeas, these areas should be filled and compacted with a fine-grained soil to establish the positive slopes mentioned above. The addition of rock, bazk, or mulch in low areas to establish positive slopes is not acceptable. 2. Downspouts should discharge into splash blocks that extend beyond the limits of the foundation wall backfill and a minimuxn 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 'm 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 caze should be taken during final landscaping of the site. If the Homeowner desires to plant next to or near foundation walls, or exterior slabs, it should be understood that the risk of future damage to the structare or slabs-on-grade is increased. It is advisable to plant only vegetation that requires very little irrigation or only natura] precipitation for survival next to or near the foundation or exterior slabs. Melody Homes, Inc. Skyline Es[ates, Filing No. 3 Lot 8, 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 geotexrile fabria To reduce water infiltration, the slopes recommended above must be maintained. The edge of decorarive azeas should be constructed above the adjacent lawn or ground surface, and should not unpede drainage with grass stops. Refer to Exliibit C for a recommended typical decorative installation. 5. Sprinkler system water lines should not be installed next to founda6on 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 dranvs should be constructed at least 10 feet from the foundarion 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 final grading on the subject lot must not be altered and must be maintained by the homeowner. CONSTRUCTION OBSERVATION The recommendations that aze suxmnarized 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 trus 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, the Builder should notify you of the change. SUMMARY This letter is only a summary of ow 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 ]etter on to any subsequent purchasers. PROFESSIONAL SERVICE INDUSTRIES, INC. Ryan L.epro Staff Engineer Attachments: Exhibit A- Slab Performance Risk Evaluation Exhibit B- Recommended Construction Details for Partitions, Doorways, and Stairwells Exhibit C- Recommended Landscaping Details EXHIBIT A SLAB PERFORMANCE RISK EVALUATION The soils and bedrock in Colorado include expansive clays and claystone bedrock that will swell upon an increase in moisture content. These expansive materials occur at or neaz the ground surface throughout most of the Denver metropolitan azea. There are risks associated with construction on, and living in areas of expansive soils that cannot be completely eliminated by either engineering or construcrion techniques. While the risk of damage cannot be elixninated, the home building industry has developed effective methods to mitigate damage. The determination as to whether slab-on-grade construction can or should be used for a particulaz 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 subjecrive, 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 underiie the slab. Behavior of the soil and/or bedrock materials below a slab is a function of numeious 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 future 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 eva]uation 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 tesring to determine the measured swell percentage or swell potential of individual sampies 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 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. Unforhmately a large 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 Indusn-ies, Inc. PaLe 1 of 3 March L. 2004 In an effort to provide some uniformity in terminology and provide a relative correlation of slab performance risk to the results of swell tests (i.e. measured swell), the Colorado Associarion of Geotechnical Engineers (CAGE) developed the concept of slab performance risk categories as part of a 1996 document titled "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations". The risk categories developed by CAGE 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 Surchaz e Representative* Percent Swell 1000 sf Swchaz e I.ow 0 to < 3 0 to < 2 Moderate 3 to < 5 2 to < 4 Hi h 5 to<8 4to<6 V Hi h >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 sweli 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 referred to as the depth of wetting) below foundation excavation depths when considering all 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 time regazdless of the performance risk category judged to be representative of a given site or azea. However, the anticipated severity and frequency of damage has generally been observed to increase with increasing slab performance risk category. Few detailed studies conelating perceived slab performance risk with actual performance data have been performed to date in the Denver metro area for numerous reasons, including insufficient and inaccessibie 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'/o inch, a maximum 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 Service Industries. Inc. Pa_e 2 of 3 March 1_ 2004 Basement Floor Slab Performance tm = so ~ m d c 50 x ~ 40 w v m -a 30 d d y _ 20 ~ ° Q 10 x o N 0 = Low Moderate High Very High Slab Performance Risk Category I ' I Structurally supported floors, also known as struchual 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 shvctural floors, such as ventilation and increased latera] 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-grade basement floors on sites where the slab-on-grade performance category is judged by their geotechnical consultant to be low or moderate. In the case where the homebuilder does not provide the buyer with an option to select the type of basement floor to be constructed, and/or the buyer does not feel comfortable with, or understand the floor recommendations and associated risk as explained herein, PSI recommends that the homebuyer retain the services of a qualified geotechnical engineer experienced with residential construction in the Denver metro area to assist in reviewing the available geotechnical information and associated recommendations. PSI also recommends use of structurally supported basement floors for lots where the slab performance risk is judged to be high or very high. On low and moderate swell potential sites, differential slab heave of up to 3 inches is considered normal. In unusual instances, the normal movement can be exceeded. In 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 yeazs. Homeowners must accept that slab-on-grade construction and, in some instances, foundations may be affected by swelling soils. At the present time, heaving of concrete flat work such as driveways, patios, gazage floors, etc, cannot be precluded using readily available construction technology within practical, cost effective limits. Professional Seivice lndustries. lnc. Page 3 of " March 1, 2004 v Partition Spike as required I ~ for stability ~ C \ Molding, nail at bottom on17\ Void Space Drilled hole Concrete slab Wood 2 x 4, nail to slab Infonnation VOID SPACE DETAIL FOR ToBuildOn PARTITIONS ON SLABS Englneeiing • Consu/ting •'Rsting EXHIBIT B Brick or siding 5' Minimum Frame Rock or bark area nith downapout wall extended beyond edging \°d ~l 1I=I I I I I I" • • Foundation I 1=' ' Wall Perforated edging or equivalent to allow release of water from rock or bark area Maintein minimum alope o[ lOZ eway from foundetion Minimum 6 Mil Polyethylene or Geotextile Febric sloped away Prom foundation under edging to top of grass Inforn2ation RECOMMENDED LANDSCAPING LI~`''~ .ToBu'ldOn PROCEDURES Englneering . co„sumn9 • Testing E XH I B IT c PLOT PLAN FOR W) MELODY HOMESINC. LOT 8 , BLOCK 3, SKYLINE ESTATES, FILING 3 CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5349 NEWCOMBE STREET )0 I. E. W1 w WI w N ~ I I, 9•7u NO0° 1 3' 1 ~r-SETBACK ~I ~ a ~ ~ srooP - - r- I I M , a I I i2.s I NI ~ i o QO i I"1 2624 ~ BSMT ~ 8- , 66.00" 5U.5U N 10' U.E. [cbol-S E1 - - I v ~ Ico^ ~~f~aQ I I ~ a Icn ~ M~~ 7,9LOT 8"'- 20 sf, R Bqy ` G^SD i.3 ~__--1_- PRPLW FR .•1 ~ CRAWL~ I I J 10.8' I CAR ~ w r06=48•9 MI RiGNr ~ ae.ol TOF=yR1I¢ Ni GARAGE f~ I ~ I ~ o ~ PORCH i DRIVEWAY I - - ~ ~ o - N J ~ L ~ 10' U.E. 101.E. 45.021 NOa° 13" 1 1"W 66.00" 45•681 NOC /YENC.Ii.ML3t SlQttl INFO STAKE: MODEL 2624 RH 3 CAR ELEV. A LOT AREA (S.F.) = 7,920 ceneRnL HoTES HOUSE AREA (S.F.) = 2294.03 COVERAGE= 29.0% 1. THIS PLOT PLAN DOES NOT SHOW LOCATION OF VANOOW NELLS. FOR THEIR BLDG HEIGHT= 28 25' LOCATION SEE STRUCTURAL ENCWEERED PLANS. 2. DIMENSIONS SHOWN AROUND THE PERIMETER Of THE STRUC7URE ARE TO THE . . AVG. BLDG. HEIGHT= 23.25' EXiERiOR FOUNOAl10N CORNERS. AVG. F.G.= Q p y 3. PROMDE hND MNINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOVNDAiION WAllS ~J- l PER WnRRANTY REOUIREMENTS. (O.SE MINIMUM SIOPE FOR CONCREIE PANSJ 4. THIS PLOT PLAN SHOWS PROPOSED IMPROVEMENTS ONLY. FINAL CONSTRUCPON - MAY VARY. 5. FOR OUESTONS REGAROING TME FOUNOATION DURING EXCAVATON, FORM $ET71NG, AND HOVSE CONSTRUCiION REFER TO 1HE ENCWEEREO FOUNDATION PLANS. REVIE ED & APPROVED fOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: EJE]UTILITY PEDESTALS C) RING BEFORE O E WATER SERVICE R=PROPERTY LINE ~ Ln ~ HOUR NOTiCE REQUIRED 48 (3) SANITARY SEWER SERVICE BOW=BACK OF WALK ° 2' STAGGER REQUIRED ~ LIGHT POIE FOW=FRONT OF WALK 00 zU ° 359. LOT COVERAGE FOR 2-STORY/ TRI-LVL 407 LOT COVERAGE FOR RANCHES FL=FLOW LINE ~AyFIRE HYDRAIJ7 -"-"-`-SETBACK ~ EASEMENT CALL UTIUiY NOTIFICATION MINIMUM SETBACKS: 1°=20' Q)MELODY HOMES INC. CENTER Of COIORADO FRONT: 20 0 SCaLE: 1-800-922-1987 1 i031 SHERIDAN BLVD. iw nrto . 5' REAR: 10' SIDE: 7 DATE:04-22-04 w WESTM/NSTER C0. 80020 °R534-6700 DENVER W . STREET SIDE:20.0' REV: By; BMA . a aur, a Krois rou ua PHONE: (303) 466-1831 Y[YNII VMIMS m 1XC1Mb0X0°1 MINIMUM ~ SKY3 JOB NO FAXt (303) 466-2368 BETWEEN STRUCTURES:~5 : w jl ~ vs I I I ooI I M 7. I' I N I I48 o I~ 0' 7.5'I I~NI ~U-) oli 1 06 olI I I I o a N ^ M 73~ ~ V s M ~ ~ 5897, 4849r1N ' s 122.94 s., ~-F-~ N - ~ Od~ i' ' I I Nli .on ~ ~ I ~ E x w i i r i ~ z 553ffii9~ _ ~ _ _ bb ~ ~DO I 'St'q i ~ , -1 - ~ I .o'a a~ 1 m I ^ I ' 1 l 0 i I~ r- i- rn i J o L - ---J'- - ~ . - T i2o.oo ~ n t S, oW - - o, F I W ~ ' 311. ~ , ~Z~.OF s3 s _ef ♦11 __~n b ~ OW Ob r _ _ 1 I i r O ° ' a ° ~ I I . g ~ ~ r ~ ~ f I lA I I'bR b I`~ °z IE I ° ' ' I r-' I W j f L- I = -----J- ~ w ~20.00 • L J = - 3 Y ~ STM/DRN TRACT ~ ~ I I . ,zo.oo' : ~a =n s e . f ~N I 4: ~ I e'rt ~ I i IG "L- i 1 a ~i I - = - - - - --W=1J ° z . ' 120.oo rn .S me~ m : I ~ OR ~ L --J _ _ - _•a ~n,t izbao ~ r- ..sn_v >K ,-s- - j iuo~ l I I ~ ~ I ~ ~ I I Jn N L =_i=-- ---=I-J'- ~ 89'46'49"V/ 120.00 3 ~~yl i i W a m ~ ~ UF z W ~ ~ ~ P: N W C ~ F ~ I w ~ n ~ ~ ~ I I' ~ r-==- ~ ~ ~ ~,I 4 I \ i I ~ ~ "I(3. ~ g L c ; L r rc L 6i ~6~83 ~ ] YE ' _ _ o O ^ I ' ~ i ~ ~I o ~ I I m I ` 1 Vrl I 1 f~ N~I I i~ ~8 oN ~ m ux e e n ~ ~ ~ ~ Z 4 I ~ ~I 4 w ~ i "I u ~ I 3 • I I VI~1 I m B y~~ ~ em ~ L J I I ---------J nS L-- - STORM/DRAINAGE TRACT $ R y u. QQ.Ozt 1 6t9Y.695 ' o R Q r - _---------1 o W ~e' I ~ 4 i FI I i 4 I i Ilm . I iI ~ NOi ~I I I mJ I=.m b I~y iI i I~ a o ; ~ L---------- ~ L-- ' ~ u a s U.E. M„64,~4.Ti g L Y y.yL PF - - ' _ _ - a - - - I W o Z 16 I C i "I u I ~m I I B00 ~ 1 !2 1x I Ny ~ I ~ e.'. L g q = I~ L I _ s L g ' O _ a - - - - - - _ _ F I ~ o I z o>~-rI-' b° I e 4 @ I fiI H l ~ I F 6 "I u I ic L ~ _ - L-- L F s uc 61 ~4.~`B$ =r III Z b°1 ~ 8 I ~ ~ F I w I i i i ~ 7 I i~ I i o0i~ I w o ix i _ L 5 _ ~ L---- - - R L__ ro 649i.6B e r _ 'l OW 8 Z ~ ~ n b?~ ~I I 8 i ~ B • i ~ i ~r~~ ~ I=.m „ = L ==--J~B n ~ io i IE L o L- ~ ~ P LO T P LA N FOR MELODY HOMES INC. LOT 8 , BLOCK 3, SKYLINE ESTATES, FILING 3 , CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON , STATE OF COLORADO. ADDRESS 5349 NEWCOMBE STREET 00° 13" 1 I. E. U) FSETBACK NI N~I _ ~ I P-I I c ~ ~.5, ~ I S II I ' I NI O ~ M v I I ° ol N 66.00" 50•b" N 10' U.E. cro S El ~ I~+' a 10) , 6 ~ LOT 8"T _ 7,920 sf, PftPLiN PR i ~ 1 cR,ow7I I I 2624 85MT ~ 10.8' ~ ~ 3 CAR I rOG=q9.9 MI RiGNT 1P~ ae.ol TOf =IQ ~I GARAGE J ~ I X Na.~ I 21.3' ~-1-~ 0 17.8' I 8.5' I I I~ ~ I - ~ J o I- _ 10' U.E. 11 PORCH L__ ji DRIVEWAY - - 41F- 0 - N - - - 1ol E. 45.021 NOQ° 1 3' 1 1"W 66.00" 45.681 NOC /YEh/LLmL~t ST(Zttl • INFO STAKE MODEL 2624 RH 3 CAR ELEV. A LOT AREA (S.F.) = 7,920 HOUSE AREA (S.F.) = 2294.03 ceuean~ NoTes COVERAGE= 29.0% 1. THIS PLOT PLAN DOES NOT SMOW LOCA110N OF NINDOW WELLS. FOR THEIR BLDG. HEIGHT= 28.25' IOCRTON SEE SiRUCTURAL ENGINEERED PLANS. 2. DIMENSIONS SHONfJ ARWND THE PEftIMEiER OF iHE SiRUCTURE ARE TO THE AVG. BLDG. HEIGHT= 23.25' EkTERIOR FOUNOAlION CORNERS. 3. PROVIDE AND MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL FOUNDAiION WALLS AVG. F.G.= !~Q 9 Cl PER WARRANTY REOUIREMENTS. (O.SR MINIMUM SLOPE FOR CONCRETE PANS.) 4. THIS PLOT PLAN SHOWS PROPOSEO IMPROOEMENiS ONLY. FINAL CONSiRUCTION MAV VARY. 5. FOR QUESTONS REGAROING iHE FOUNDAiION OURING E%CAVATION, PORM SEiTINC. AND HOUSE CONSTRUCiION REFER TO T1E ENGINEEftED FOl1NDR1ION PLANS. REVIE D& APPROVED FOR STAKING ° HOUSE AT MINIMUM SETBACK LEGEND: EIQUiILITY PEDESTALS ~-Z CHECK FORMS BEFORE POURING TCE REOUIREO WATER SERVICE R=PROPERTY LINE w N 48 HOUR NO OO SANITARY SEWER SERVICE BOW=6ACK OF WALK C) ~ z ° 2' STAGGER REQUIRED FOW=FRONT OF WALK ~X LIGHT POLE z~ ° 35% LOT COVERAGE FOR 2-STORY/ TRI-LVL f~=FLOW LINE a~' SETHACK FIRE HYDRANT ° 40% LOT COVERAGE FOR RANCHES ~ EASEMENT OMES CALL UTIIJTV NOTIFICATION ETBACKS: MINIMUM SCALE: 1°=20' INC. @)MELODY H CENiER OF COLOMDO 20~ FRON DATE:04-22-04 1 f 031 SHERIDAN BLVD. 1-800-922 iN 9c8rn7 o SIDE: 7.5' REAR: ~ REV: WESTMlNSTER C0. 80020 O" 5 3 4 - 6 7 0 0 DENVEP ~2-~~++~~µ~~ STREET SIDE:20.0' gy; BMA PHONE: (303) 466-1B31 ro"f0"~iniwmaw°~'a~u" ~°°"w"° MINIMUM ~ JOB N0: SKY3 F.ix: (303) 466-2368 BETWEEN STRUCTURES:15 I o 7 ~ I a I I 48. ~ I N I ]Lo 7 ~I ~ ,75 ~ W I I w 'I I I I~~ I I I w OI I Jo~ n o ~ CD ' o ' m (D ' ' ' a N o h o (D b A N N J , a'- ~ p 0 ~ G ~ ~ N o ~ N CD v ~ ; ~ o ~ ~ CD o ° ° ~ Q ' ~ ~ ~ Ei r 3 ~ ~ I71 ~ 3 ~ C? ~ O ~ 1~N ' O.+ O ~ a\ i j ~ w m = o ~ ti> T 0 3 h,1 y ~ CD @ O a ~ r a' CD T n m w ~ Qo • Ip z U) a m 0 -i Z Z 0 C~ m 0 0 ~ ~ c z =i ` v N ~ O W ~ `C • ~ N -u o,ic3 gm ~W.0z 0 W y .o•, m wa < cn~N L. T 3 O Z X 1D M --I o ~ ❑ (~D m m 5- z o m 0 ~ a : 3 m ~ ~ w N (D Q -0 6 ~ d ~ O O Q _ O > m ~ < N ~j m N (D O O m \ 1 ~ O ~ c , o y a ~ <A 2 m (D Z ~ o ~ y ~ m = o ~ w ~ w ~ A ~ W c ~ a r~ ~ C- 0 ~ D a a m N ~ v 3 N ~ ..i C)i Z C 3 N 3 ~ m 0 Q Ow Z Z 0 n ~ b m rh h M 41 w w W ~ 41 ~ Q ~ ~ A U3 ~ O O T ~ y ~ W m = • g ~ m w ~ 0 ~ ~ N C, g O `•C) ~ - m o v ~ 3 ~ ~ P PP P !P P PP 15 ~ t PP q{~ q !U""`I~ a aP ~(Q? 1! 10'-6" ~ 7 ~ ~n c 7'-2" 2'-1 ,f~ VARIES PER PORCH 8" 6X6 WELDED WIRE t:~ W8X13PRIMED 'I 4" CONCRETE SLAB ~ FABRIC. 5'-2" 5~- ON GROUND. BREAKOUT STEEL O P T I O A L i- STO P ~w~ - - „ TOP AND BOT. ~3 -6 X -6 a coNT. REiNF. CONCRETE HA NCH ~ TOP OF HAUNCH TO - ~ AT OPT. ST00 ONLY BE 8" BELOW TOP , OF WALE. tO 2-~4 X 5'-0" TURN SLAB EDGE o 1 DOWN TO HAUNCH BRACE WALLS ~ n AS REQUIRED. BEFORE o o L BACKFILLING. F ~ t o ~ i r4 I 0 r - ~ I r r z F 2-#4 (SIZE VARIES z f~t ~a 1 J PER PORCH) ANGLE EXPANSION JOINT. I SEE SECTION 1 NOTCH FDN. 8" MAX. FOR 1 1 _ FoR oera,i~s. DOOR & MAINTAIN 24" MIS. BTWN. ROWS OF REINF. N i~+ ~ ~ Ei i r ~i (AT OPT. DOOR ONLY.) ~ POLYETHYLENE ~ ~ i Z T ~ 11 ~ SEE SECTION t 1i I i VOID BEYOND, SEE SEE FOR DETAILS. PLAN FOR LOCATION. pLAN BEAR ON UNDISTURBED _',r i t- is . N ■ Ij r HAUNCH AT END OF PORCH. ~ M i i 16" FTG-TYPICAL t ~ ~ I ~ UNLESS NOTED N i J ,i r r i~ i I VARIES PER PORCH 6X6 WELDED WIRE 1 4" CONCRETE SLAB FABRIC. N SHOP PRIMED ON GROUND. BREAKOUT STEEL 1 W8X13 a0 J ; : s ~ _ Op 00 \Q 00 d' ~ 1 TOP AND BOT. ~ _.y ~ BLOCKOUT CONT. REINF. ~ ~ HAUNCH FOR TOP OF HAUNCH TO ~ BEAM. BE FLUSH WITH TOP ~ r OF WALL. `O 2-~l4 X 5'-0° ~ 0 f BRACE WALLS ao BEFORE °D 1 BACKFILLING. ~ i~ ~ 3-2X4 POST i 2-#4 (SIZE VARIES ~ a1 u~ a! I 'd° C7 30 FTG. ~ PER PORCH) G A R A G E z ~ 4 ONC. LAB N G ~ ANGLE EXPANSION f, ~ ~ ~ JOINT. 4 --0 - ~ r:aNTii FvFR ~ ~ ~ ~ ~ SEE SECTION 1 ~ r FOR DETAILS. f INDICATES PLACEMENT OF POLYETHYLENE ~ MATERIAL UNDER GRADE °0 SEAL VOID WITH POSY. TY SEE SEC110N 1 ~O i INDICATES 2X PLATE LOC VOID BEYOND, SEE SEE FOR DETAILS. ~ ~ PROVIDE 1/2~~~ X 1O" LON i PLAN FOR LOCATION. ~ ~ BOLTS ~ 4~-O~~ O.C. EMB PLAN BEAR ON UNDISTURBED _e i soi~. MIN. 7" INTO CONCRETE. S ~ C T 1 O N ~ O 3/8" = 1'-0" MIN. 2 BOLTS PER SILL P PIECE W/1 BOLT LOCATED i _ - 3 HAUNCH AT MIDDLE OF PORCH. 1 Z~~ OF EACH END OF WA SILL PLATE PIECE. TYPICA NOTCH FDN. 12" MAX. FO r DOOR & MAINTAIN 16" MI p BTWN. ROWS OF REINF. i s y 4 t~_._- r i j Y• ~ l{r.~ 4 1 Y i ,rt a _ .i r J ~ ~ 'R 2 ~w - N 1 O ~ I.ySY._..... k1~rr... ~frr-•. ~ - ~ ` f F".- s' I i r~ 4'-0' _,f ~_I r S~ MOVE ANCHOR BOLTS AND ~-6 1 /2' PLATE TO OUTSIDE FACE OF WALL TO OMIT BRICK i RETURN. ELEVS. B & C ONLY. i t- ~ i i r• - T~I~I~~M G~ 1. SEE PLAN AT RIGHT FOR COMPLETE FOUN 4" I! Lt` S Z ,3 1 ' fir` ~ E i STEP BOT. OF INDICATES PLACEMENT OF VOID FDN. 4'-0"t. MATERIAL UNDER GRADE BEAM. SEAL VOID WITH POLY. TYPICAL. r F Y i BASEMENT 16" FTG-TYPICAL C- t Q UNLESS NOTED 4 1 d- I 1 i I i b- STEP TOP 0 FDN. 8" f r .j ~I T ~S STEP TOP F ~ ire S EET FDN. 8'~ p O C H M 1 o -N i• 1 a 3'-4" 4'-8" 4'- 2'-9" 2'-9 1 2 -2 1/2' 4'-1" 3'_8„ 1 i i L- Z7 LB. FELT WHERE THEY PASS THRU SLAB. TO SOLID BEARING (OR CONCRETE HAUNCH 211- 411 281-21* 1 4. GROUT BEAM POCKETS SOLID AFTER BEAM IS SET. WHERE SHOWN). PROVIDE #4 DOWELS @ 24 5. PROVIDE REINFORCING AROUND DEEP BASEMENT WINDOWS ' FROM WALLS TO SLAB. SLOPE SLAB AWAY IINDOWS AS SHOWN FROM BUILDING. S-~1 Fl 0 C H AT ELEVATIONS & C ON DETAIL 2. 1/411 11-011 1. SEE PLAN AT RIGHT FOR COMPLETE FOUNDATION OF 2 2500/1000 OR 3000.5/1000 - - ~.L,_ i ~ 2X PLATE ON TOP OF BEAM. i DOUBLE 2X PLATE. ~ SEE DETAIL AT RIGHT FOR PLATE ~ j~~y V AND BEAM POCKET PLACEMENT 8~~ WITH DOUBLE PLATE. FOUNDATION J! hh~~ . t ~r. IY1~E'I. 2-#4 TOP & BOT. WALL. CONTINUOUS. 5* r_ BEAM POCKET - DOUBLE PATE AND S i i 1 t d~ CREAM POCKET CONSTRUCTI J a BRACE WALLS BEFORE BACKFIL~ING. i J i i 2-#4 - i ~ ~ ,t CONTI SEPL N 4"CO ■ i o WHER j ANGLE EXPANSION JOINT. i i~ i 4" CONC. SLAB ON UNDISTURBED W SOIL OR COMPACTED FILL. _ _ _u i i z SCORE JOINTS IN SLAB AT - 5f 7 } MAX. 200 SQ. FT. AREAS. ~ ~ ~ ~ ~ ~ ~ ~ ~ #4 X r P ~ o W ~ 2'- ~ 0° ~ ROUG ~ z ~ 4'~ V01 i 1 ~ v=i PLAN ~I GRADE ,i f L _ Lc_ I~ ( ~-III M ~ ~ ~ CRAWL i -m r PROVIDE #4 X 1'-6" DOWELS ii ~ 2'-0" O.C. MAX. (MIN. 2 '-r I I- -I I -I I ~ 4" VOID BEYOND, SEE DOWELS PER PAD) POLY. SEE BEAR PLAN FOR LOCATION. SEE BEAR ON NATIVE SOILS OR ST PLAN PLAN i 4 4.~ OR STRUCTURAL FILL. SEE S SEE SOIL REPORT. r } t 1'. C ~ ~ fi ~1 f~ I '1 ~ ~ r 'r n ~ ~ n REFER TO SOILS ENGINEER'S RECOMMENDATIONS FOR PERIMETER f--i DRAIN SYSTEM, IF REQUIRED. COUNTERFORT CONSTRUCTION - _ 8" 2-#4 TOP & BOT. CONTINUOUS. w EMBED 2X8 OR 2X10 CONTINUOUS BEAM POCKET )C;KFT ~ ~ Q - LEDGER W/2 ROWS OF 20d FORMING -Tj' ~ ~_I I I' 1/2" NAILS ~ 12" O.C. (1 TOP & 1 BOT.) ~ I I~ FLOOR FRAMING STEEL PIPE COLUMN, SEE PLAN. RAMING NOT SHOWN. ~ i PROVIDE BASE PLATE 1 /2" X 4" X 6" N SIMPSON 0210 HANGER PLYWOOD SUBFL BEAR BASE PLATE DIRECTLY ON BEAM. ~ M 3/4" T & G SUBFLOOR SUBFLOOR SIMPSON 0210 HANGER o o°- FLOOR FRAMING ~ ~ l" FLUSH WOOD BEAM w ~ i i ~ ~o I J ~ ~ 3 O F- ~ 1_ Z ~ p ~ W ~ ~ N ~ 1~_ f N 2X10 FLOOR JOIST, FLUSH GLU-LAM ~ aU ~TFFI (~Cll I IRAN CFF PI MI p[>n~nnr o~ n o~n~r~ W ~ Q Ti SEE PLAN - - i GRADE AT AIR GRADE AT AIR SPACE ~ ~ I - _ 1 P '-III- I- =1 I~ I I I -I I~ WINDOW BLOCKOUT ~ POLY. SEE SECTION 1 SEE FOR DETAILS. SEE SECTION 1 4" VOID BEYOND, SEE PLAN POLY. SEE z CONT. TOP FOUNDATION WALL ~ ROW OF REINF. ~C~- N PLAN FOR LOCATION. BEAR ON NATIVE SOILS 4" VOID BEYOND, SEE PLAN BEAR ON NATIVE OR STRUCTURAL FILL. PLAN FOR LOCATION. OR STRUCTURAL SEE SOIL REPORT. SEE SOIL REPOR BEAM TO WALL CONFECTION 2-#4 FULL HEIGHT OF FDN. WALL. BEND 1'-6" OVEN TOP OF WINDOW. LAG SCREWS AS REQUIRED FOR STABILITY. J DRILLED HOLE r F' GARAGE OR CRAWL SPAC TOP ROW OF REINFORCING. . - :s ue. z 2-#4 UNDER MOULDING. NAIL ~ 2'-p" 2~_p~~ WINDOW AS AT BOTTOM ONLY. o MIN. MIN. SHOWN. MAKE TOP BARS CONTINUOUS WITH TOP BARS IN BASEMENT 2'-6" MIN. WALL. STOOP SLAB. FDN. WALL < ~ - o ~ BOTTOM ROW OF # _ z.i r REINF. EXTEND INTO BASEMENT WALL ~ 0 t `v HAUNCH i'DICATES PLACFI~FNT ~F vnin ,SEE a h4ATERIAL UNDER GRADE BEAM.-/ f-SEAL VOID WITH POLYETHYLENE. q PIPE COLUMNS SHALL CONFORM TO ASTM A53 (GRADE B) OR A501. CHECKED. GB/WC B. ADJUSTABLE PIPE COLUMNS TO BE 11 GA. MINIMUM AND BE LOAD 2-#4 X 2'-10" BOTTOM STEP IN FOUNDATION. F771773 1 2-0" ~IN. RATED FOR 14,600 LB. MINIMUM AT 7'-0" HEIGHT Afl,uicTaRi P 00 o I DETAIL JOB NO.8403481 7 -S IMP w (1 EACH FACE) VBOTTOM ROW OF REINFORCING IN cWi~ BASEMENT WALL. MAKE BARS 3.~ CONTINOUS AROUND CORNER. I JWALL REINFORCING H A U N C E TA I L 1i211 m-ft 11-011 TYPICAL FOUNDA ALTERNATE BOLT ON HAUNCH BY OTHERS. A ~ BOTTOM STEF Tip BETWEEN GARAGE OR Tl- 2c CRAWL SPACE & & BASEMENT WALL 1/41' = 11-o11 WALL. REINFORCI DIMENSIONS IN PARENTHESES ARE COMM j s