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Home My WebLink About4485 Reed StreetCity of W heat -j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291' Ave. F: 303.237.8929 August 10, 2018 Owner/Occupant 4485 Reed Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201705863 (Addition & Remodel) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 7th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of Wheat c COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us City of W heat -j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291' Ave. F: 303.237.8929 August 10, 2018 Owner/Occupant 4485 Reed Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201705863 (Addition & Remodel) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — September 7th — and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 291h Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridge.co.us City of Wheat c COMMUNITY DEVELOPMENT www.ci.wheatridge.co.us Z, L� ��6G� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection A" , INSPECTION REQUEST LINE: (303) 234-5833 T� A" llatinnc mint he submitted via the online form before 8 a.In. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector CommentsInitials Pier Date Concrete Encased Ground (CEG) Comments Foundation / P.E. Letter c 1 �l ! % Do Not Pour oncrete P cif To Approval Of The Above Jnpections Underground/Slab Inspections Inspector Date Initials Comments Electrical Lath / Wall Tie Sewer Service Rough Electric Plumbing m r%_ \1_L n_.._.. 11....1...-..r�.�r.A nr Rninw/ln.Rinh Work Prior To Approval Of The Above inspections UO IVO VVVCI U" V! !%JLm %A vo- Rough Inspections Date Inspector Initials Comments Wall Sheathing/-, Mid -Roof - Lath / Wall Tie Rough Electric m Rough Plumbing/Gas Line "} -7 Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail /2 a Comments _ Inspector nspections Date Initials 4anaping sparking /Planning Dept. _inspections from these entities should be requested one week in advance. For landscaping and parking RCN a Drainage Public Works Dept. inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing° U Final Mechanical , Roof Final Window/Doors (Fin--alBui-1--- ding-- ;:_T';. approved by Plann;ng, NIIKIIIC :A�vll`c, AFrc and Building before a Certificate of Occupancy is issued Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits -Please be sure that rough inspections are t;ui P1eieu —1- 16 ° 11u�.,,�. u,, ��• by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i CITY OF WHEAT RIDGE __:��Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE FE� Job Address: L� 4 R 5 Veo S -t . Permit Number: 2 C I-qo S x 6 Z 3 A �? P V a vjCD . ❑ No one available for inspection: Time - v IAWPM Re -Inspection required: YesNo When corrections have been made, call forge=inspection at 303- -5933 Date: --7— / I % 1� Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:r-r-705 Job Address: J5 Permit Number: :h76 ❑ No one available for inspectiori:.Time I yl a' l/IJAM/ M Tt Re -Inspection required: Yes/ No When corrections have been made, tafffor re -inspection at 303-234-5933 Date -0, E IF Inspector: l i / DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r(<<J Job Address: Permit Number: IJ No `"u No one available for inspection: Time ASI/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:-/ W1 Inspector: = / / 14 DO NOT REMOVE THIS NOTICE t x y i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax Inspection Type: INSPECTION NOTICE - �%i iHl�•{jUn Job Address: Permit Number: ❑ No one available for inspection: Time � wpm Re -Inspection required: Yes J0 When corrections have been made, call for re -inspection at 303-234-5933 Date: 112�4 Inspector:,--� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: C % 555 ❑ No one available for inspection: Time M Re -Inspection required: Yes �b? When corrections have been made, call for re -inspection at 303-234-5933 Date: U` �? " 17 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: a /i Job Address: Ca Lf Permit Number: �;10/7GS8l3 ❑ No one available for inspection: Timer AM/ FM -- —.)� Re -Inspection required: Ye When corrections have been made, call for re -inspection at 303 -234 - Date: 4/' Xf /7 03-234-Date:4/'Xf/% Inspector: 36XIr DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE% �S Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3)61 kcJ o�, Job Address: C) Permit Number: ❑ No one available for inspection: Time �.. ' A / W Re -Inspection required: Yes No When corrections have been made, call for re-inspection//at 303 -234 - Date:/ , D' ` J 7 Inspector: IX/ Coil �-- DO NOT REMOVE THIS NOTICE .tea 6= 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: :�-,F/ Rai ,h EC - Job Address: KS 4eAi Permit Number: 20,1;lJ Flo -3 i ❑ No one available for inspection: Time � �� AM/PM) Re -Inspection required: Yes /NcoD ` When corrections have been made, call for re -inspection at 303-234-5933 Date://' �) /' ) 7 Inspector: 1.7t/ 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: ri 4i>� C2 )of - Job Address: :444),5 lt-A.� -5T- Permit Number: 201"1 C)5 6L0 3 NC u Lt1_, KID LbOPEL ?U 199-9 ❑ No one available for inspection: Time QPM Re -Inspection required: (Ds No When corrections have been made, call f e -inspection at 303-234-5933 Date: '1 Inspector: 4n - &L� DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 36 6 rh L9 Job Address: y g S Permit Number:j/ Q 3 ❑ No one available for inspectio ime 1 1 V V AM/PM Re -Inspection required: Yes No T When cor)recti ns halve been made, ca l� re-inspejccttion at 303-234- Date:—/T77/ 03-234- Date: /r 7 / / Inspector: %hT DO NOT REMOVE THIS NOTICE , ► City of Wheat Ridge Residential Addition PERMIT - 201705863 PERMIT NO: 201705863 ISSUED: 09/01/2017 JOB ADDRESS: 4485 Reed ST EXPIRES: 09/01/2018 JOB DESCRIPTION: Permit for an addition 327 Sq Ft at family room, kitchen remodel, rear entry mud room w/ laundry being remodeled, 1/2 bath remodel. Tear off existing roof and replace with comp shingles. ***Revision add redecking for existing roof 30sq**** *** CONTACTS *** OWNER (720)323-3996 MCCLURE JOHN GC (303)210-8604 Jon Pakola 020336 J. Preston Management, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION FEES 0.00 605.02 1,575.00 930.80 3,110.82 *** CONDITIONS *** All roughs to be done at Framing Inspection. 75,000.00 Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge Residential Addition PERMIT - 201705863 PERMIT NO: 201705863 ISSUED: 09/01/2017 JOB ADDRESS: 4485 Reed ST EXPIRES: 09/01/2018 JOB DESCRIPTION: Permit for an addition 327 Sq Ft at family room, kitchen remodel, rear entry mud room w/ laundry being remodeled, 1/2 bath remodel. Tear off existing roof and replace with comp shingles. ***Revision add redecking for existing roof 30sq**** I, b y signature, o hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications. app i ble signature, codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the al owne of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this erm . I fu r it that I am le ally authorized to include all entities named within this document as parties to the work to be performed' t al 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 I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off pial 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 Divtston. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of C1 fieTFuiildin'g O r Date REQUESTS MUST BE MADE BY 11:59PM AN USINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heatMidge COMMIUMTY .DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: /019,7 17 Add to Permit # / 0/ 70&9/�7-� Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address. A-L`w Property Owner (please print): 3 04', 10,54 Phone: Property Owner Email: Mailing Address: (if different than property address) Address City, State, Zip: Contact Person: j bA,\, Contractor:R�� Contractors City License #: Contractor E-mail Address: Phone: fl� Z`O �1od 1 P Phone: 4 @ t.''.. Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description of revised/amended work: ( L>oo-�(� Y1,AAv-V tgC/ ' Sq. Ft./LF Amps 0 I Btu's yI i V a Squares Gallons Other Additional Project Value: (Mu st`include /all g neral and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 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 pri application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances fo work under an l t issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to erform the des c bed work and am also authorized by the legal owner of any entity included on this application to list that entity on this app ation. CIRCLE ONE: (OWNS NTR CTOR) or (AUTHORI PRINT NAME: � SIGNATURE:: ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received Sanitation District ❑ Received ATIVE) of (OWNER) (CONTRACTOR) DATE: ItL1 � 1 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required Building Division Valuation: $ i CITY OF WHEAT RIDGE _:�?rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address Permit Number: \-? 0 / 6/ Ci -5- L) ❑ No one available for inspection: Time / AM/PM Re -Inspection required: YesNo! - When corrections have been made, call for re -inspection of 303-234-5933 Date: Inspector: DO NOT REMOVE `THIS NOTICE A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 310 Cm /9,0/ vh df/gl��ad Job Address: Yq ' P P d v - Permit Number: lo/7 o j�- S 6 3 ❑ No one available for inspection: Time I () .� 0 AM/PM Re -Inspection required: Yes No-,) When corrections have been made, call for yre-inspection at 303-234-5933 Date: i� 0 % Inspector: 'I'I 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 1. ❑ No one available for inspecti4q, Time i AM/PM Re -Inspection required: Yes ! No When corrections have been made, call for re-inspn at 303 -234 - Date: ! Inspector: v DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 201705863 PERMIT NO: 201705863 ISSUED: 09/01/2017 JOB ADDRESS: 4485 Reed ST EXPIRES: 09/01/2018 JOB DESCRIPTION: Permit for an addition 327 Sq Ft at family room, kitchen remodel, rear entry mud room w/ laundry being remodeled, 1/2 bath remodel. Tear off existing roof and replace with comp shingles. *** CONTACTS *** OWNER (720)323-3996 MCCLURE JOHN GC (303)210-8604 Jon Pakola 020336 J. Preston Management, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 75,000.00 FEES Total Valuation 0.00 r; Plan Review Fee 605.02 Use Tax 1,575.00 Permit Fee 930.80 ** TOTAL ** 3,110.82 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. City of Wheat Ridge ir.: Residential Addition PERMIT - 201705863 Z PERMIT NO: 201705863 ISSUED: 09/01/2017 JOB ADDRESS: 4485 Reed ST EXPIRES: 09/01/2018 JOB DESCRIPTION: Permit for an addition 327 Sq Ft at family room, kitchen remodel entry mud room w/ laundry being remodeled, 1/2 bath remodel. existing roof and replace with comp shingles. rear Tear off I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the pr¢�perty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further atte at I am legally authorized to include all entities named within thin"document as parties to the work to be performed and that allc to be performed is disclosed in this document and/or its' accompyinyinapproved plans and specifications. Signature oY 0�f2 or CONTRACTOR (Circle one) Date 1, This permit as issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be retired 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 Offial 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, any violation of any provision of any applicable code or any ordinance or regulation of this ju ion. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. city cel 1000ell-0010- W he at 1_Q COMMUNI 1Y Dl: VI-LOPMAN I FOR OFFICT USE ONI-Y Date: ) I [Olt' t PlanlPermit # Building & Inspection Services Division It (101 110 L) 7500 VV, 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee,, Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email-, pt-r,,,it . ...... . . .. ...... . . — Building Permit Application d,! IIAL Z SOS - Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed, Property Address: f Property Owner (please print): bhW �_� Phone: Property Owner Email: tl) k7--7 Mailing Address: (if different than property address) Address: Citv. State Architect/Engineer E-mail: -'V16 A k I Tokofid - 1 1. Y" Phone: LA a-l"L 4 �z Contractor. Contractors Contractor E-mail Address: k 7,-)M 61AIAd -e- A) 1-4 1/10, P S (ld 6 YM ILJ 1 /1, 6-117-1 Sub Contractors: Electrical: [�%VG4AW,1d_ W.R. City License # Other City Licensed Sub: City License # PIUMbing: MR. City License # Other City Licensed Sub: City License # Mechanical: W.P. City License Complete all information on BOTH sides ofthis form [I COMMERCIAL KRESIDENTIAL Description of work: (Check all that apply) L1 NEW COMMERCIAL STRUCTURE El ELECTRICAL SERVICE UPGRADE F1 NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING El COMMERCIAL ADDITIONESIDENTIAL ROOFING 4-R RESDENTIAL ADDITION -J INDOW REPLACEMENT K , COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT �LECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT -CTHER (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, appliance size and efficiency, type and arnount of materials to be used,etc.) Gel - WIVI i I(- Ct�tWt) Vyf (V -L VlatL) A � &iLy-\-A Sq. Ft,/LF Btu's Gallons Amps Squares Other Project Value: (Contract value r�the cost of all materials and labor included in the entire project) SIGNA'FURI , 0F UNA) U: RS LA N 1) 1 N G A ND A GR E EN I ENT I herchv ccrflt*� that the setback di�"taiwc� by this permil applicalion �'re �ic':lmllc aild do Ilot N i0latc applic;ible ruic, car rcl-ulatillll� of Ill' ;It of %' heat RidLv Or COVOMM." Caksclllellts or icstriciiows ofrccortL that aii n '111d madc arc accunitc: that I hw'v read and ;wrec to abldc by all comhliolls pi-imcd oil thi's applic'Itioll and that I ils,11111c full for C()n'q)Ii'wC': ilh applicahic Uitv of Wheat lWge code� 2-md ordinar", t"n. %%ork 1111( er am perwil i ill Yl 11.1'od on 116, apillicillikm 'T11.'11 I null tile legal �mflc' m� a or lC been ulbot i/ed h% the o"kno om Cit pmllert� Io pert'Ortate dcsunt)cd \ik,i k and affilako authori/ed h" the o\k ncr of FIm C1161Y il)cludcd on thk aIpphcafiotl to li4t lha cmily on Ifli, aI)plication- ('IR(7,E OAA (011'"V1-,'/?) (('0,V7*R,4C7'01?) or (Air 77101?I1.ED RE1'RI-.SE1'7'1 i I'll 'E) of (01f VER) (('O,\ TR-I('I'OR) P1tIN-1 NAME: SIGNATURE: DEPARTMENT LY CO ZONINGMMMENTS ZOV-P-611 A??4%e-'D Reviewer §F TT31 f P� A r BUILDING DEP COMMENTS- . !=V Reviewer e�-r----"--H , 1-7 PUBLIC WORKS COMMENTS Reviewer. PROOF OF SUBMISSION FORMS Fire Department F] Received 11 Not Required Water District El Received E] Not Required Sanitation District [] Received [J Not Required DATF�: OCCUPANCY CLASSIFICATION, TYPE OF CONSTRUCTION: SPRINKLERED _ __.,e.,_..0?— OCCUPANT LOA _ D� - Building Division Valuation: y.city of CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p, 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: -7 (1 Z 1 ?. 01`"7 Project Address: F $ `°4 Name of Firm/individual submitting documents: 1j, -A 4 �` Project Type/Description: 5 i`L,- ;ter` Signature of Firm Representative or Individual: DO NOT WRITE &LOW THIS POINT - FOR AGENCY USE ONLY I, CJ ",c -® , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Ageen presented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection a Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water s YVheat Ridge Sanitation District o ear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: -AtJx n - ° t 3 i t t T Signature: _ Date: (Agency Representative). 1--Email:z , 4. City of Wheat* R�i-ye ('IT) Of \VIWAT I(IFX& BUILDING AND INSPECIJON SM'Icins DIA [SION 7500 %V 291hAl c Wheo Ridge, CO 80033-8001 p. 303. 235.2855 J'303.237,5929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed, Date: Project Address, Name of Firm/individual submitting documents; Project Type/Description: C11 -J Signature of Firm Representative or Individual: DO NOT 'WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 11 am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency LqffV.JgrLtV(;L (Pleasp =.: heck one) o Wheat Ridge Fire Protection Wheat Ridge Sanitation District o Arvada Fire Protection Clear Creek Sanitation District Wheat Ridge Water District Frurtdale Sanitation District • Consolidated Mutual Water District o Westridge Sanitation District • Valley Water District o Other o Denver Water Agency Notes: C. ..... Date: Signature: 7- z (A y Representative} THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSUREDS - OWNERS, LESSEES OR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Policy Number: NA 119793400 Endorsement Effective: 7/13/2017 12:01 a.m. Named Insured J Preston Management, DBA: JPM Garage Builders Countersigned y: ( SCHEDULE Name of Person or Organization: Any person or organization that the named insured is obligated by virtue of a written contract or agreement to provide insurance such as is afforded by this policy. Location: (if no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) A. Section II — Who Is An Insured is amended to include as an insured the person or organization shown in the Schedule, but only to the extent that the person or organization shown in the Schedule is held liable for your acts or omissions arising out of your ongoing operations performed for that insured. B. With respect to the insurance afforded to these additional insureds, the following exclusion is added: 2. Exclusions This insurance does not apply to "bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the site of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. The words "you" and "your" refer to the Named Insured shown in the Declarations. D. "Your work" means work or operations performed by you or on your behalf', and materials, parts or equipment furnished in connection with such work or operations. Primary Wording If required by written contract or agreement: Such insurance as is afforded by this policy shall be primary insurance, and any insurance or self-insurance maintained by the above additional insured(s) shall be excess of the insurance afforded to the named insured and shall not contribute to it. Waiver of Subrogation If required by written contract or agreement: We waive any right of recovery we may have against an entity that is an additional insured per the terms of this endorsement because of payments we make for injury or damage arising out of "your work" done under a contract with that person or organization. 49-0108 07 11 May Include Copyrighted Material of Insurance Services Offices, Inc. Page 1 of 1 Used with permission Cushman Geoscience LLC August 8, 2017 Sarah McClure 4485 Reed Street Wheat Ridge, CO 80333 Re: Geotechnical Evaluation Planned Residence Addition 4485 Reed Street Wheat Ridge, Colorado 80333 CG Project No. 17-098 Sarah McClure, As requested, Cushman Geoscience LLC (CG) has performed a geotechnical evaluation at the subject site. Included in this report are the results of the field evaluation and laboratory tests, as well as recommendations for foundation and floor design and surface and subsurface drainage. The following is a summary of the findings and recommendations. Project Description This report presents the results of a geotechnical evaluation for a planned addition to an existing single-family residence at the subject site. The planned addition will be built on the west side (rear) of the house and will be one story above a crawlspace. The addition will have a steel reinforced concrete foundation wall and spread footing foundation. The existing house is a 1 story brick veneer structure, and the existing, spread footing foundation was exposed inside the existing crawlspace. The house is good condition, with no cracking noted on the exterior of the home. Foundation performance has reportedly been good since construction in 1953. If the project description differs from that depicted herein, CG should be notified to re-evaluate these recommendations presented, if necessary. Site Conditions The site is located in a developed residential area of Wheat Ridge, Colorado. Ground cover consisted of landscaped grass, trees, and planted areas. The ground surface slopes gently on the lot. 195 South HoA Street Lakewood CO 80226 Phone 303-475-7993 dcushmani comca t.net Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 2 Site Geology Subsurface conditions have not been assessed by exploration as of this writing. The site is mapped as underlain by soil and bedrock with a Low Swell Potential in "Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado, by Stephen S. Hart, Environmental Geology 7 by the Colorado Geological Survey, 1974. Surficial soils are mapped as upper Eolian (windblown) sand of Lower Holocene to Upper Pleistocene age in "Geologic Map of the Greater Denver Area, Front Range Urban Corridor, Colorado" by Trimble and Machette, 1979 USGS Map 1-856-H. Subsurface Conditions Soil and Bedrock: Subsurface conditions on the site were interpreted by observing soil conditions in a hand -dug test pit located inside the crawlspace. Native silty sand was exposed at the existing footing level, below a thin, surficial layer of gravelly sand fill at the base of the crawlspace. Bedrock was not exposed in the excavation. Groundwater: Groundwater was not encountered at the crawlspace level. It is possible for groundwater levels to fluctuate seasonally and from year to year. It is also possible for groundwater to flow in fractures in the soil or bedrock that may not be represented in the excavations or for "perched" groundwater conditions to form on clay layers or bedrock surfaces after construction. Geotechnical Evaluation The geotechnical evaluation of the site consisted of observing soil conditions at the existing footing level at the west side of the existing crawlspace on July 27, 2017. The footing level was about 2.5 to 3 feet below the adjacent ground level. A hand -drive sample (HD-1) was obtained from the crawlspace. The sample was returned to our laboratory for testing, including a natural moisture -density test and percentage passing the No. 200 sieve test. The consistency (relative stiffness) of the subgrade was evaluated by probing with a T -probe. The soils at the proposed foundation level were medium dense when probed. Laboratory Test Results The sample obtained during the geotechnical evaluation was returned to our laboratory for testing. Results of the laboratory tests are presented in the following table. 195 South Hoyt Street Lakewood Colorado 80226 Phone: 303-475-7993 Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 3 Table No. 1— Summary of Laboratory Test Results Discussion of Expansive Soils The clay minerals found in fine-grained soils and bedrock often have molecular structures with unbalanced electrical charges that result in "receptors" or locations on the surface of the clay particle where water molecules are attracted to the particle by van der Waals forces. This attraction manifests itself as a "suction potential" that causes water to flow into the soil matrix resulting in an increase in volume of the soil matrix. The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver Method swell -consolidation test as the swell or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, moderate, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 2 — Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Moisture Dry 0 to< 3 Swell Swell Sample Depth Content Density Amount of Material Potential Pressure No. (feet) (%) (pcf) Passing No. 200 Sieve (%) (%) (psf) HD-1 3 7.6 99 22 N/A N/A Discussion of Expansive Soils The clay minerals found in fine-grained soils and bedrock often have molecular structures with unbalanced electrical charges that result in "receptors" or locations on the surface of the clay particle where water molecules are attracted to the particle by van der Waals forces. This attraction manifests itself as a "suction potential" that causes water to flow into the soil matrix resulting in an increase in volume of the soil matrix. The amount of volume change that results when a sample of soil or bedrock is inundated with water under a constant pressure is measured in the Denver Method swell -consolidation test as the swell or consolidation potential. The swell pressure is the amount of pressure that is then required to compress the sample back to the volume before inundation. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, moderate, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 2 — Summary of Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to < 4 High 5to<8 4to<6 Very High 8 or greater 6 or greater Note: The representative percent swell values presented are not necessarily measured values. Rather, they are a judgment of the swell of the soil and bedrock profile likely to influence slab performance. Based on the test results of our hand drive sample, the soils on the site at the proposed bearing level are expected to have a nil swell potential at present moisture and density conditions. The existing house is in good condition and foundation performance has reportedly been good for the structure with a shallow foundation. 195 South Hoyt Street Lakewood, Colorado 80226 Phone: 303-475-7993 Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 4 Site Preparation Prior to site grading, areas to be graded should be stripped of surface vegetation, topsoil, debris and other deleterious material. Stripped materials should be wasted off site in accordance with applicable regulations. However, non -hazardous stripped soil with vegetation can be used as shallow fill in non-structural, landscaped areas of the site. All manmade fill, demolition debris should be removed from below the planned foundations and floor slabs, and replaced with properly compacted structural fill. Structural Fill Material: Imported structural fill material should be non -expansive at the recommended placement moisture content and density, classify as a coarse-grained material (sand or gravel) by the Unified Soil Classification System (USCS), and have a Liquid Limit less than 40% and a Plasticity Index less than 20. Frozen or organic material, ice, snow, cobbles and boulders larger than 3 inches, man-made debris and other deleterious material should be excluded from fill materials. CG should be contacted to test and evaluate whether proposed on- site or imported materials are suitable structural fill. Suitable imported structural materials would be: CDOT Class 5 or 6 road base, CDOT Class 1 Structure Backfill, or a manufactured 'crusher fines' material. Imported materials should be approved by the Geotechnical Engineer. Fill Placement: Structural fill should be placed in lifts 8 inches or less in loose thickness, moisture conditioned and compacted to 95 percent or more of the standard Proctor Maximum Dry Density (MDD). Fill which classifies as silt, sand or gravel by the USCS should be moisture conditioned to within 3 percentage points of Optimum Moisture Content (OMC), and fill which classifies as clay by the USCS should be moisture conditioned to within OMC to 4 percentage points above OMC. Fill in non-structural areas should be compacted to at least 90 percent of the MDD. Foundation Recommendations The materials encountered at the proposed foundation depths consist of silty sand with an expected nil swell potential. CG understands that a spread footing foundation was designed for the addition assuming a maximum allowable bearing pressure of 1,500 pounds per square foot (PSF) on non -expansive soils. Footings: The soils observed are suitable for the assumed bearing pressure. New isolated pad foundations should have a minimum dimension of 24 inches square and continuous footings should have a minimum width of 16 inches. All new footings should have a minimum embedment of 1 foot for bearing capacity considerations. 195 South Hoyt Street Lakewood Colorado 80226 Phone: 303-475-7993 Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 5 Foundation Movement: The risk of heave due to potentially expansive soils appears to be low for the addition area. As discussed above, generalized mapping for the site location indicates a Low Swell Potential. Because a test boring was not performed on this site, the potential foundation movement cannot be quantitatively determined based only on the foundation excavation observations and surficial soil sampling and testing. The age and performance of the existing structure is considered in the evaluation when qualifying the potential for movement at the site with respect to settlement or heave of foundations and/or slabs. The foundation type and loading of the existing structure should be estimated and taken into consideration when sizing new foundations. Lateral Earth Pressure Recommendations Foundation walls and other structures retaining soil should be designed to resist the lateral pressures applied by the soil. Lateral loads should be calculated based on equivalent fluid unit weights. For active conditions an equivalent fluid unit weight of 35 pounds per cubic foot (pcf) should be used, and 45 pcf should be used for at rest conditions. An equivalent fluid unit weight of 280 pcf may be used for passive conditions against native sand soils or properly compacted fill below a depth of 3 feet. These pressures do not take into account the presence of surcharge loads on the ground surface behind the retaining structure such as sloping ground surface or vehicle loads or the presence of hydrostatic pressures on the retaining structure. Slab -on -Grade Recommendations The following recommendations should be incorporated into the design and construction of slabs -on -grade on the site. 1. Slabs -on -grade should be free to move in the vertical direction and should not be rigidly attached to structures. Non-bearing partition walls on slabs should have a 2 -inch void space to allow slab movement without exerting pressure on the walls. This void should be monitored and maintained by the homeowner after construction. 2. Concrete slab -on -grade cracking can also result from expansion and shrinkage. Slabs should be provided with shrinkage control joints. ACI recommends that control joints be spaced no more than 3 feet per inch of slab thickness (12 feet for a 4 -inch thick slab). Control joints should also be established 3 feet from foundation walls. Control joints should be continuous across slabs sections. Concrete slabs should be properly cured using curing compound or water. 195 South Hovt Street Lakewood. Colorado 80226 Phone: 303-475-7993 Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 6 3. Cracks and movement of slabs -on -grade can be transmitted through rigid floor coverings such as ceramic tile. Performance expectations should be taken into consideration in the selection of floor slab coverings. 4. Slab bearing mechanical units should be provided with flexible connections to allow movement of the slab. This is not required on monolithic mat foundations. Because a test boring was not performed on this site, the potential floor slab movement cannot be determined. Based on our evaluation the risk of slab heave at the ground surface appears to be low in the addition area. The past performance of slabs on the site should be considered when evaluating the risk of slab on grade construction for this site. Radon Radon may be a potential concern in Colorado. If a crawl space is constructed it should be well ventilated. If a gravel layer is placed beneath a floor slab it can be incorporated into a radon abatement system if this becomes necessary in the future. The local building department should be contacted regarding any radon problems with other residences in the vicinity of the existing residence. Existing radon levels should also be considered when considering the need for a radon mitigation system for the new structure. Mold Mold can develop in crawl spaces that become damp under certain conditions. If a crawlspace is constructed, it should be well ventilated. A vapor barrier should be placed on exposed soil to help control indoor moisture levels. A professional hygienist should be contacted to address any potential mold concerns and mitigation methods. Surface and Subsurface Drainage Recommendations The ground surface around the structure should be sloped to drain away from the building in all directions. CG recommends a minimum slope of 12 inches in the first 5 to 10 feet from the structure in landscaped areas (10%). In paved areas the slope of the ground surface can be reduced to 3%. A perimeter foundation drainage system is typically used to help protect below grade, finished living space in new construction. CG understands such space is not planned as part of the new construction. Our office should be contacted for information regarding subsurface drainage if desired. Positive surface drainage should be developed and maintained adjacent to below grade areas as part of the planned construction. 195 South Hoyt Street Lakewood Colorado 80226 Phone: 303-475-7993 Cushman Geoscience LLC Job No. 17-098 8-8-2017 Page 7 Limitations This study has been conducted in accordance with generally accepted geotechnical engineering practices using the degree and care and skill ordinarily exercised by members of the same profession currently practicing under the same or similar circumstances, and for use by the client for design purposes at the named site. This report was prepared for the exclusive use of CG's client for the referenced project on the subject site. Information or recommendations in this report should not be used for other purposes without the express written consent of CG. CG makes no warranties, expressed or implied. Evaluation, sampling and testing of the surface soils or water or subsurface soils or groundwater for the presence of hazardous or toxic materials was not included in CG's scope of services for this project. We appreciate the opportunity to provide geotechnical engineering services for this project. Please contact our office with any questions. CUSHMAN GEOSCIENCE LLC Prepared by: David A. Cushman P.G., CPG Engineering Geologist Reviewed by: Cr�;.•' cWk •. s O O�,e�`Q , V 8-8-17 50004 AL Eric M. Czaikowski P.E. Project Engineer Attachments: Appendix A — Important Information about this Report Distribution: 3 copies to addressee References: Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations, Colorado Association of Geotechnical Engineers, 1996. Results of the 1987-88 EPA Supported Radon Study in Colorado, Colorado Geological Survey, Denver, Colorado, 1991. DAC/EMC 195 South Hovt Street Lakewood, Colorado 80226 Phone: 303-475-7993 Appendix A Important Information about this Report The data collected by Cushman Geoscience LLC (CG) during this geotechnical exploration was used to provide geotechnical information and recommendations based on subsurface conditions for the site evaluated, the potential effects of those conditions on the proposed structure, and recommended foundation type for the proposed structure. The stratification lines shown on the boring log(s) are approximate and actual transitions between materials may be more gradual or more rapid than indicated on the boring log(s). Actual subsurface conditions encountered during construction may differ from the subsurface conditions presented herein. This uncertainty can not be eliminated due the variable nature of geologic conditions. Material characteristics and engineering properties of soil and bedrock may vary between samples and between borings. The actual material characteristics and engineering properties of the soil or bedrock may differ from interpretations based on sampled soil and bedrock. Quantitative conclusions prior to construction regarding the geotechnical performance of a structure are not possible due to the potential variability of subsurface conditions. Engineering judgment and experience are used to evaluate the most likely geotechnical performance of the structure and provide geotechnical recommendations for the structure. There are no guaranties or warranties implied or expressed. The owner and client must understand that uncertainties are associated with geotechnical engineering and must determine the level of risk they are willing to accept for the proposed construction. The level of risk can be reduced, but not eliminated by more extensive exploration and sampling of the site and additional laboratory testing, which would cost more money and take more time. To reduce the level of uncertainty, the report should only be used by the referenced client for the referenced project and the construction described in the report unless authorized in writing by CG. CG should be consulted to review changes to the proposed construction such as the nature, size, configuration, orientation, location or weight of proposed improvements. Additionally, the practice of geotechnical engineering is continually developing knowledge and experience, and it must be understood that recommendations are based on the state of the practice at the location and time the report was prepared. The report should not be used more than three years after issuance unless reviewed and revised if needed by CG. The geotechnical engineering practice in the Colorado Front Range area uses a relative classification to evaluate the expansive potential of soils and bedrock. The expansive potential is categorized as low, medium, high or very high based on the swell potential. The following table presents the relative classifications. Table No. 1 - Risk Categories Slab Performance Risk Category Representative Percent Swell (500 psf Surcharge) Representative Percent Swell (1000 psf Surcharge) Low 0 to< 3 0 to< 2 Moderate 3 to < 5 2 to < 4 High 5 to < 8 4 to < 6 Very High 8 or greater 6 or greater Source: Colorado Association of Geotechnical Engineers, "Guideline for Slab Performance Risk Evaluation and Residential Basement Floor System Recommendations (Denver Metropolitan Area), December 1996 The slab performance generally associated with the slab performance risk categories are as follows: Appendix A Important Information about this Report Page 2 Low slab cracking, differential movement and heave Moderate slab cracking, differential movement and heave, partial framing void and furnace plenum closure High to Very High large slab cracking, differential movement and heave, closed framing void and furnace plenum Note: More or less damage can occur in any risk category due to the variable nature of soil and bedrock. It is important to note that measured swell or expansion is not the only criteria used in developing foundation and floor recommendations. Other factors considered in the development of foundation and floor recommendations are: a. Soil and bedrock variability, b. Stratigraphy, c. Groundwater depth during field activities and potential groundwater depth after construction, d. Surface water features and site drainage, e. Post construction landscaping and irrigation conditions, f. Construction details and proposed use, and g. Local experience. Landscaping of the site following construction and owner maintenance will greatly affect the performance of structures on sites with expansive soil or bedrock. Typically, moisture contents of subsurface soils and bedrock increase after construction due to surface irrigation and the cut off of evaporation that occurs when a slab or building is constructed. Poor owner maintenance, such as ground surfaces sloping towards foundations or slabs and irrigated landscaping adjacent to buildings, will increase the potential for slab and foundation movement by increasing the potential for moisture content changes in the subsurface soils. The property owner or buyer, and anyone he or she plans to sell the house to, must understand the risks associated with construction in areas with expansive soils and must assume the responsibility for maintenance of the structure and the site. The owner and prospective purchasers should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners," a special publication (SP43) of the Colorado Geological Survey, which helps homebuyers and homeowner understand and take measures to reduce the potential for damage due to expansive soils. t City of Wh6at ick e COMMUNITY DEVELOPMENT g Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): Project P signature of Applicant State of Colorado } County of �7A_e S g_rszn } ss C ct cuv e - The foregoing instrument was acknowledged by me this )6 day of :.t �5� , 207 by 3o1,n M e CI L, --P F ARA D ODEAN TARY PUBLIC OF COLORADO RY ID 20164015481 ON EXPIRES APRIL 22, 2020 f �a My Commission Expires _L 1?/20J% Notary Public Rev. 03/2017 RESIDENTIAL Buildinp_ Permit - Plan Review Worksheet Address: 4 -4 -TS Lot Size: ( 1) , q t l Property in the flood plain? N 0 Zoning: lil—Z sq. ft. Lot Width: -7:4 - S N \5`I.6 ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) Addition ILC and site plan i J ❑ New ILC and site plan yes (FND) if Win 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: 4-0 % sq. ft. Existing Improvements: Proposed Improvements: House: I Z a'> sq. ft. House/addition: ll r'O sq. ft. Shed: sq. ft. Shed: sq. ft Detached garage: t4 qO sq ft. Detached Garage: sq. ft. Other: 2 (o 4- sq. ft. Other: sq. ft. Total Existing I `1 �' sq. ft Proposed+Existing sq. ft Lot Coverage % Lot Coverage % Required Setbacks: FR '15 S 2Cj S S R 16 Provided Setbacks: FR S S R <<`�- t� For additions or new construction, is the structure within 2 feet of minimum setbacks? Nd If yes, add surveying condition FND. Maximum Height: 3 5 ft. Maximum Size: sq. ft. Proposed Height: _ ft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 —applies to all single-family structures (new, addition, accessory) in R -1C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase floor area by 60% or more - use formula: (proposed floor area — existing floor area If any box above is checked ... (see next page) ) / existing floor area = % inc. WGF — 'p- O —A^ Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Other Conditions Access (applies to all new driveways, garages, additions, or new homes/units) ❑ 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 property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping (applies to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. i CITY OF -WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: FOO Job Address: Permit Number: 20/`%07 ❑ No one available for inspection: Time v AM/PM f Re -Inspection required: Yes � N When corrections have been made, call for re -inspection at 303-234-5933 Date: �`� �� inspector: --. DO. NOT REMOVETHIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division'` (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: je v P Job Address: V 77 Y Permit Number:Z n r D �"r 1 7 L t D U Iv- n iav✓� % A 1) Ya ❑ No one available for inspection: Time 3 _ AM/PM Re -Inspection required: Yes No 'When corrections have been made, call for re -inspection at 303-234-5933 Date:_ a p I' %moi 7 Inspector:` }r DO NOT REMOVE THIS NOTICE INSPECTION RECORD o ccupancy /Type INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site E: Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR NITIALS I COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain - Sewer Service Lines Water Service Lines CONCRETE SLAB FLOOR Electrical (Underground) _ rr Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED 4 RoUGHS ce Rough Electric S" Rough Plumbing N Gas Piping HIE Rough Mechanical - Framing Insulation - Drywall Screw FINALS Electrical Plumbing Mechanical Roof Building Final Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING& ZONING, FIRE AND PUBLIC WORKS SHOULD Parking & Landscaping - BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. ' * NOTE; ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY, OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 1' 30IION SI1413AOW3d ION OO n.. :aOloodsul �" Cam" :area SS69 18 uq!1Oed u! -ej J01 ❑e0 'epees ueeq eneq sugg091100 uegM s9A :palmbaa uogoadsul-aa w /W �J" owll :uoiloadsui aol algellene auo ON ❑ z: t ! )I :aagwnN }lwlad �J�� J 1 :ssaappV qop :adRl uolloadsul F 331ION N01103dSNI Xed 60-68 -ZOU (000) • eg910 BB80- (COW eug uoijoedsul 0069 -0 (COG) l uolslnlU uoaloodsul 6 uwpllne 39dIH lV3HM 30 A113 G�. v► i City of Wheat Ride .1 NV: ISSUED:. 05/03/2010 `EXPIRES: 10/30/2010 rare r p� 144 .00 79.65 224.35 a- s1 City of llVhcat � � e C.'C.)At Ott :vi rY L)TVl 101' ✓si'Vl''"� Building & Inspection Services Division 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Property; Address: Date: Plan # Permit# Building Permit Application Property Owner (please print): Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: Contractors City License #: Phone: Sub Contractors: Electrical: Plumbing: Mechanical: City License # g Description of work: rte_ roof- City License # Squares d .n BTU's Gallons _ Amps Sq Ft. City License # S on yt Iuue: Review Fee (due at time of submittal): OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTNAME: LkA M CIe-- SIGNATURE: OFF ZONING COMMENTS Zoning Reviewer. BUILDING DEPARTMENT COMMENTS GReviewer PUBLIC WORKS COMMENTS .Reviewer: FIRE DEPARTMENT ❑ approved w/ comments ❑ dise D ATE: S- 3-16 USE ONLY ,I . Bldg Valuation: $