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HomeMy WebLinkAbout4301 Parfet StreetCity of Wheat idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. F: 303.237.8929 November 22, 2019 Owner/Occupant 4301 Parfet Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201802120 (Residential Addition) 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 — December 26th — 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. 29th 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 W heat P dgc COMMUNITY DEVELOPMEN"r www.ci.wheatridge.co.us ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- 5933 3 • Date: Inspector: i^ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Inspection Division ��Building (303) 234-5933 Inspection line (303)235-2855 Office • ( 03) 237-8929 Fax Lt -I Z7) r— i `.. � ,1 . JJ�Sll. INSPECTION NOTICE Inspection Type: Job Address: Permit Number: - �7D i ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- 5933 3 • Date: Inspector: 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: Job Address: �4 Z2C Permit Number: ``. `? c) 2 ( [ ❑ No one available for inspection: M Re -Inspection required: Yes, No,, When corrections have been made, ca,_41 for re -inspection at 303-234-5933 Date -6 —P-'1 InspectW"LLL _ 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: �- L11, d - iov-C Job Address: 3 D 1 'Pa -re -L S`4 Permit Number: a a I , 0 j - R 0 0 ❑ No one available for inspection: Time % _3 AM/M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date:/L5--Inspector: —7-b DO NOT REMOVE. THIS NOTICE 9 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: 3 0 4, - M " of - P$0,6-0 Job Address: LI 3 O 1 Pc r --Pe 4 S -q -- Permit Number: a 0 J$ O a) 0 0 ❑ No one available for inspection: Time / 1= 1-7 (AQPM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234- Date:-Li/ 03-234- Date: LI -9 9 / `% Inspector: t b 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: 32 o - 1)i V,, Job Address: Ll �l aAe.+ 1 Permit Number: 01k 12 0 V ❑ No one available for inspection: Time % V �_ jAWPM Re -Inspection required: Yes (90 When corrections have been made, call for re -inspection at 303 -234 - Date: ? IF" "1 Inspector: b0t,r(f (.oi-C' DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t F' w V,) Job Address: Permit Number: ❑ No one available for inspection: Time /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: �`' I I Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office e (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: '-,, 'i -,: (\t L Job Address: C'T ;0) ,-v C t- k Permit Number: 1;1 No one available for inspection: Time AM/PM Re -inspection required: ,Yes I, No When corrections have been made, call for re -inspection at 303-234-5933 Date: h'-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:rf,-�� Job Address:�� Permit Number: ❑ No one available for inspection: Time r M Re -Inspection required: Yes (o/ When corrections have been made, call f r re-insp ction at 3Q2-234-5933 Date: Inspect `r& DO NOT REMOVE THIS NOTICE o i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: I' � �'�_ i r''�^, V- t Permit Number: = L { - \ U ❑ No one available for inspection- Time00 . ..... ......... M Re -Inspection required: Ye_No:) When corrections have been made, call for re -inspection at 303 -234 - Date: 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: JobAddress:- Permit Number: ❑ No one available for inspection: TimllllM Re -Inspection required: Yes fNo r When corrections have been made,�cal1-16r re -inspection at 303-234-5933 Date: ,9— I �/ Inspector:_ ON —YL_"� DO NOT REMOVE THIS NOTICE q kl P044-3+, 71007110VERIFICATION SURVEY A PORTON OF THE NW 1/4 OF SECTION 21, COUNTY OF JEFFERSON. STATE 193.56' 15.0' C r'. ; N O O N O O 15.0'- 1 9J. 56' 5.0' SETBACK LINE — X X 5391.08 X TOWALL—\ new foundation and footing —133.7' 5391.08_ X TOWALL SETBACK LINE 193.33' 89' 34' 07"W 25 0 25 50 SCALE IN FEET 1 "= 25' NOTES 1. NOTICE: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. 2. This topographic survey does not represent a boundary survey, land survey plat, or improvement survey plat. D C POaht 2D15 Souder. Milky & ASSooates - All R41h, s Reserved X EXISTING HOUSE FF = 5392.1' 5391.06 ,rte TOWALL NEWADDITION I J0. 0' TOF = 5391.1' 115,2 37.5' — 25.5' J'\--5391.08 15.0' TOWALL Surveyors Statement: T3S, R69W of the 6th P.M. OF COLORADO ►4 0 LEGAL DESCRIPTION A TRACTOF LAND SITUADED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th PRINCIPAL MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH BOUNDARY LINE OF WEST 44TH AVENUE THAT IS 528 FEET WEST AND 587 FEET NORTH OF THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 21; THENCE SOUTH 453.6 FEET TO THE TRUE POINT OF BEGINNING; THENCE WEST 227 FEET; THENCE SOUTH 100 FEET; THENCE EAST 227 FEET, THENCE NORTH 100 FEET TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO; EXCEPT THAT PORTION CONVEYED IN QUIT–CLAIM DEED RECORDED APRIL 16, 1952 IN BOOK 757 AT PAGE 368, BEING TRACT 6 AS PER SURVEY RECORDED DECEMBER 7, 1954 IN BOOK 893 AT PAGE 187, JEFFERSON COUNTY RECORDS. Benchmark: NAVD 88 datum, FF Elev. of existing house = 5392.1'. I, Francis Gordon Kuenn, a registered Land Surveyor in the State of Colorado, hereby state that a verification syr --4h e site as shown hereon was made by me or under my direct super��si@WL er 14, 2018 and that the accompanying plat accuratel.4idra ° ws said site to the best of my knowledge and belief. 37955 z: o k V t l -((i;_,) ui LL (3 F- C 0� LU z U H O Z Q = U O COQ J > W Z W wpw X00 LLO Q LL D O LL o LL cY) O 0- 0 w � U 4 0 o` N C6 r x c Q N "I E Y O U U O u 3 0 sr a o O C: 0 00 a > N Cn M ti C 0 G � >z Designed Drawn Checked FGK FGK FGK Date: Scale: Ho H_SCL Vert: V SCL Project No: PARFET 3 i + sfi 24l ol l2o - V� City of _:�Whea.�. �dge COMMUNITY DEVELOPMENT FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION This form, including the Exhibit on the reverse side, must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This Certification shall be signed and sealed by a CO Professional Engineer and submitted for review and approval prior to the placement of concrete and before proceeding with any further construction. DATE: PERMIT# ADDRESS: LOT ,BLOCK , SUBDIVISION SURVEYOR: I hereby certify that the elevation and location of the recently formed/constructed structural foundation for the above property described above has been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT:-' REAR: -'s SIDE: SIDE: (_5 t The MINIMUM ELEVATION has been determined to be:(NAVD88). All measurements have been determined on the following location: Check only one): V/ Top of proposed foundation prior to placement of concrete Top of foundation subsequent to placement of concrete The setback and elevation measurement locations are Identified on the attached exhibit 'ND 0 Signed Professional Surveyor Print �-i -�- SCS AL- ale144, , ENGINEER: I hereby certify that the foundation setbacks and elevations for all recently constructed corners as stated herein have been found by me to be in compliance with all civil engir and Building Permit co truction plans as approved by the City of Wheat Ridge. Signed V Professional Engineer e Print Date M wwwx6v heal ridge.co.us O�\S G,13 R ✓. �JF�� c, E�:Ju r:.�rt ccal i rGrt: N o 37355 z, o J. 803 Sol rgr.4 s+-, EXHIBIT Applicable sheets from the approved Civil Construction Plans shall be attached to this form and include the following information: 1. Bubble or clearly highlight the area where the measurements were collected. 2. Setback distances shall be required to a minimum of three (3) sides of the structure. 3. Elevations shall be required to a minimum of three (3) sides on top of foundation or forms prior to pour. Return this Certification form and associated Plan Sheets to the City of Wheat Ridge Building Division (303.235.2876) for review and approval prior to performing further work. N NOTICE TO SURVEYOR: 1. Elevations shall be shown for ALL foundation corners. W E 2. Foundation corners with minimum elevation and setback distance shall be identified. 3. Drawing must be properly oriented (North = top of page). 4. Show the roadway in front of the property. 5. If drawing is to -scale, provide the scale. If not to -scale show as N.T.S. Rev 09/17 i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax -INSPECTION P01-1- S!�'�'rrFrLt'�1 �ll; i✓('j1 NOTICEC(i•il+ir4 �?�:�} ��C,[i� '1a^(.i_F7hr''y J J Inspection Type: LI - LizrAr-�--on sr ---i br,(K ((ri Job Address: 1301 PvI 4 Permit Number: -2 010 (Z 1 ? �� ❑ No one available for inspection: Time 1-2; 5.0 AM/UM Re -Inspection required: Yes (9 When corrections have been made, call for re -inspection at 303-234-5933 Date: i _' Z 11 Inspector: DOPC Loo -(It DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE =i Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 10 �__ .3t?h Wo;; I iSL4 E, 6, Le Job Address: L13S,61 par-rP* S -t, Permit Number: '201 X02 !? 0 /h P,—"o Ve"i ❑ No one available for inspection: Time 61f tso Re-Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date:1 11 t IC6 Inspector: Pont- L'Oy DO NOT REMOVE THIS NOTICE IV � 4 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: M G) EaQ� n 5 hal Job Address:g 3©/r6e-- St Permit Number: ❑ No one available for inspection-: me !�!�% AM/PM r Re -Inspection required: Yes rNo When corrections have been made, call for re -inspection at 303-234-5933 Date: l f f Inspector: Ir TH l ®O NOT REMOVE THIS NOTICE CFTY OF WHEAT RIDGE PUBUC WORKS DATE- 7131/2018 RECEIVED 7131/2018 1st Submittal CITY OF WHEAT RIDGE PUBLIC WORKS. ENGINEERING APPROVED FOR: ODRAINAGE ❑SIDEWALK. ❑ CURB 6 GUTTER ❑ STREET RrMISCELLANEOUS EI FLAT COMMENT SREPLAN-SFR APPROVED wlih nommant+ mrzota L NCSINEE k Vt DATE SUBJECT TO FIELD INSPECTIONS WF EAT RIDGE BUILDING CODES 2012 Indentation (effectiveBuilds g Code' (effective 011012014) 2012 international Residential Code- (effective 011012014) 20121ntemational Mechanical Code- (effective 01/012014) 2014 National Electrical Code' (adopted 2/19/2015) 20121tnemational Plumbing Code' (effective 01/012014) 20121ntemational Fuel Gas Code, (effective 011012014) 2012 Property Maintenance Code* (effectNe 01/012014) 1987 Uniform Code for Due Abatement of Dangerous Buildings' 2012 International Energy Conservation Code - DUTY OF COOPERATION NOTICE .w.�y m� ovr�w . nrv."� b •'�s9 aw �•,�owei�u �M�a.�� BUILDER DRAWING$ � ^W Pww.lw�yvq�, W b.�wJ a.W�nw•wr�e..-i.�mu.. a°'�'ew°"a:u"Y�wure.�l�ey'""Iii4.:• amu. I I I w ? PUBLIC WORKS COMMENTS -' 1) Dvect roof drain downspouts in the directions as indicated herein to protect adjacent Oproperties from stmmwater runoff. 4- ,Ing Grading sithasn Certification Letterd LSC map with spot elevations shall be required prim Io CO. Inent properly b 3) A Righ-F-Way Construction Permit is regm cd print to work in the public right-of-way Contact Public Works at 303-235-2861. N89°34'07"E 193.56' I w MVN 7,31/18 o STABLE HORSE CORRAL FENCE W U 1 �6 S89°34'07"W 193.33' LI ` architectural site plan AI .cele r. 20' - 0" 0 PROPERTY LINE SETBACK LINE (LJ M � rn r7 x CV — a EXISTING HOME BEDROOiN DRIVE 3 -ADDITIOtN f, # NOTE: 0-f = 'GARAGE ii REPLACE EXISTING CONCRETE DRIVE I � I DUI f-STER FORT -4 -JOHN anal L;mdmg m tots area to direct stormwater runoff to protect adjacent properly. W L— W O LI Cl) U F- J � M Ofn a� 0 a_0 r19In 7t ew driveway to edge of existin Maximum width of driveway sn at curb or edge of pavement NMI MATCH ALL EXIST MATERIALS, DETAILS, AND FINISWES UNLESS DIRECTED OrWEIWSE BY CUMat OR OESrANER E -4Mu-VAi.Va swu "for D 3z CEWNa N1IULATId - MMA"Afl .-VALE 4a WALL Na1L4TiW - MNelf1 R-VAWe ZO -r—NT tIIIaLL MdILAT10N - I•!NS R - T IL l es_ANFCIt ro,FPAE WALL Is DRAWNG LEGEND At aa. PMa Aa f—MU . -11 pm. As rw" near plan A4 repr pi.a, we a.ottan AS .6-stlate Y .leaab.l pia, al rcu,dsu.n plat,,, nest's" d oor a.e.lg Q co � c v U .�' w 3. 8go O LLJa o 0 rvo - V W U Z W w F�F 0 4 O Z ¢� v L Z Pan ®,69.19 ntea,u e. IaCW cea® tsv REN91tTle �41 I00 O la a s 0 "�. O W r. ok M o I (I I Ia o Q O w � 0O — 29.2' A to BEDROOiN DRIVE 3 -ADDITIOtN f, # NOTE: 0-f = 'GARAGE ii REPLACE EXISTING CONCRETE DRIVE I � I DUI f-STER FORT -4 -JOHN anal L;mdmg m tots area to direct stormwater runoff to protect adjacent properly. W L— W O LI Cl) U F- J � M Ofn a� 0 a_0 r19In 7t ew driveway to edge of existin Maximum width of driveway sn at curb or edge of pavement NMI MATCH ALL EXIST MATERIALS, DETAILS, AND FINISWES UNLESS DIRECTED OrWEIWSE BY CUMat OR OESrANER E -4Mu-VAi.Va swu "for D 3z CEWNa N1IULATId - MMA"Afl .-VALE 4a WALL Na1L4TiW - MNelf1 R-VAWe ZO -r—NT tIIIaLL MdILAT10N - I•!NS R - T IL l es_ANFCIt ro,FPAE WALL Is DRAWNG LEGEND At aa. PMa Aa f—MU . -11 pm. As rw" near plan A4 repr pi.a, we a.ottan AS .6-stlate Y .leaab.l pia, al rcu,dsu.n plat,,, nest's" d oor a.e.lg Q co � c v U .�' w 3. 8go O LLJa o 0 rvo - V W U Z W w F�F 0 4 O Z ¢� v L Z Pan ®,69.19 ntea,u e. IaCW cea® tsv REN91tTle �41 �. City of Wheat Ridge Residential Addition PERMIT - 201802120 PERMIT NO: 201802120 ISSUED: 10/26/2018 JOB ADDRESS: 4301 Parfet St EXPIRES: 10/26/2019 JOB DESCRIPTION: Addition with bedroom and bath; 2 car garage and shed; 4,774 sq ft total *** CONTACTS *** OWNER (720)289-8576 NEWMAN BENJAMIN GC (303)204-3693 Nicholas Hanley 180230 House Calls Inc. SUB (303)426-5576 Will Bowen 018974 Will Bowen Inc. SUB (303)358-4632 Tony Boscia 060241 Electron Power SUB (720)296-7938 James E. Hegge Jr. 080145 C&H Heating and Cooling LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 77,000.00 FEES Total Valuation 0.00 Plan Review Fee 615.49 Use Tax 1,617.00 Permit Fee 946.90 Engin. Review Fee 150.00 ** TOTAL ** 3,329.39 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. As part of the foundation inspection and PRIOR to the placement of concrete and before proceeding with any further construction, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. 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. For one- or two-family dwellings, the first twenty-five feet (25&#39;) of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Driveway must be completed prior to final inspections or escrow will be required. Landscaping removed or damaged during construction must be replaced prior to final inspection. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Addition PERMIT - 201802120 201802120 4301 Parfet St ISSUED: 10/26/2018 EXPIRES: 10/26/2019 Addition with bedroom and bath; 2 car garage and shed; 4,774 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further ttest that I am leg�ally authorized to include all entities named within this document as parties to the work to be P2 a d tha all work to b ertormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTR-ACTOR (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 originalermit fee. 3, If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance orgrant' of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any apple code or an rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat �ge COMMUNITY DEVELOPMENT Building p & Inspection Services Division 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ^ _ i sox Add to Permit # /y 1 C)j // Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address:��ol Property Owner (please print): Phone: -A(9 0) r) 9- Property Owner Email: 2�%rl�,n,�i(a� Mailing Address: (if different than property address) Address: City State, Zip: Submitting Company• IArvA� CSS c-- l VLLL- �- Contact Person: tJ\U_ Aan� Phone: JCl3� a0`i � 3 I Contractor: I\ Contractors City License #: w 0 't 0 �Ph�on Contractor E-mail AddtM H v� 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: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with 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. CIRCLE ONE: (OWNER) ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINT NAME: SIGNATI'RE +� Y�QMr DATE: Id -I U I I DEPARTMENT USE ONLY ZONING COMMMENTS: qn„J SCW 4 .`,�,� 01nV�� OCCUPANCY CLASSIFICATION: `� Reviewer. ��uu W�'� 1r .0t f2t I [g BUILDING DEPARTMENT COMMENTS: Pei t Reviewer: 'Oft PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received 0 Not Required Building Division Valuation: $ City of heat dge� 9c�7�T omwmuNrry DEvaopmENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. , This form will not be accepted with missing information. Project Address: 3 0/ &J& r --:y, 1110 �14INrmit #: a � � 0 1 General Contractor: 1/� t/, CK e", C� a L Electrical Sub -Contractor . Company Name: (Y State License #:_ (2 ci Master #: Z7 . ...... (required field) Signature of Authorized Agent I—Plumbing Sub -Contractor Date Company Name- Phone #: State License Master #: field) Signature of Authorizedcent 0 Date Mechanical Contractor `Company Name. Phone: heat Ridg` field) Sign of Authorized Agent Date Z 'd 0 0 'ON SWA 011Hd VDAH Md :S 210Z tiZ ;Do ..—I .... ......,. ...b... > .y --- —.-- Subcontractor's City of Wheat Ridge License number must be provide( This form will net be accepted with missing inform, Project Address: 'T� ��'" �'; Permit #: 4 General Contractor: Electrical Sub -Contractor Company :'dame: Phone #: State License #: Master #: NN*heat Ridge Heense #: (required field) Signature of Authorized Agent Plumbing Sub -Contractor Date Company Name: V1 // 0tVt l� /tt�.'hone #OY/ 26 P Y State license #: eA0 FV I Master #:j&Pa 7m Lj Wheat Ridge License #: r/� (required field) Signature of Afathorized Agent Mechanical Contractor Company Name: Bate Phone: lrnn�airnr� �`iniiil City of Wheat 1C�yG 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 (Water and Sanitation only) A copy of this form must be completed by each water and sanitation 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: 91 L'1 ! a U I � Project Address: 'q3oti �" .sic �� VJ�r� '�►.c� Name of Firm/Individual submitting documents: Project Type/Description: ^k Q Lvx CE 1��tt�ti Vie.p- �(A— OLOfU-A Signature of Firm Representative or Individual: DO NOT NOT WRITE BELOW THIS POINT - I� Al ) �/( / Yr' & // /// ( /',1 indicated below and do, by my signature bt and approval of the project indicated above. Agency represented: (Please check one) o Wheat Ridge Water District consolidated Mutual Water District Valley Water District o Denver Water Agency Notes: USE ONLY a duly authorized representative of the agency ge receipt of documents necessary for review o Wheat Ridge Sanitation District o Clear Creek Sanitation District c Fruitdale Sanitation District o Westridge Sanitation District o Other 1 ! f City of Wheat idgicn 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 (Water and Sanitation only) A copy of this form must be completed by each water and sanitation 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: 911L-1 I a o i Project Address: 'bv Name of Firm/Individual submitting documents: Project Type/Description: 'k Qsy\S\cy-'S Signature of Firm Representative or Individual Of -0 (U -A n hc.L.LA as 67WIF • 6 rte/ DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, , 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 represented: (Please check one) o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: P/eQse S e e o Wheat Ridge Sanitation District a Clear Creek Sanitation District Fruitdale Sanitation District o Westridge Sanitation District o Other OfG01�leJ .00�"MARTIN/MARTIN C O""" I N G ENGINEERS July 18, 2018 Kelly Newman Email: kellynewman3l@vahoo.com Re: Fruitdale Sanitation District — 4301 Parfet St — Septic System Martin/Martin, Inc Project No.: 130053.C.01 Dear Ms. Newman, Martin/Martin Inc., acting as the District's Consulting Engineer for Fruitdale Sanitation District (FSD), is providing this response to your inquiry regarding the V bedroom addition at 4301 Parfet St. We understand the current residence is serviced sanitary service using a septic system. With the addition of the third bedroom, capacity and permitting of the septic system must be verified through the Jefferson County Health Department. From the provided Permit for Continued Use of an Existing Onsite Wastewater Treatment System issued to the property, Jefferson County "Conditions of Issuance of Building Permit" must be adhered to. This clause states: "If bedrooms are to be added, the number may not exceed the number shown in 'System Capacity' above. If the Department has no records of the system, no additional bedrooms may be constructed." According to your previous permit issued in September 2014, "The Department has no records concerning the size, components, or capacity of this system." Please provide us with verification that the septic tank and associated leach field is adequately sized according to Jefferson County Health Department standards. Upon review and confirmation of the current capacity of the septic tank, leach field, and water meter, Martin/Martin will recommend the District approve the use of the existing septic system and the 3rd bedroom addition. This property does lie within the boundaries of the Fruitdale Sanitation District within 400 feet of a District mainline, and as such, is potentially subject to be required to connect to the District's sanitary sewer collection system. If the Jefferson County Health Department requires expansion of the existing septic system due to additional capacity being needed, a connection to District facilities is required. Any increase in water meter sizing will indicate a capacity increase and the necessity to connect to District facilities. A certified letter from the water provider that the water service will remain is needed. Existing Sanitary Sewer Mains Please note that if the existing septic tank or leach field needs replacement, enlargement, or rehabilitation, the property will be required to connect to district facilities. Should a connection be required, Fruitdale Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 15 -inch mainline running south to north, north of the referenced property within Parfet St. It appears from existing records that the property may be serviced by gravity flow; however, the developer is responsible for determining vertical depths and horizontal locations of District facilities to verify if gravity flow is capable of servicing lots or if private individual sewage ejectors (lift station) are required. Sanitary Sewer Extension and Easement Agreement A mainline extension requires an extension agreement, any necessary easements and easement agreements, District approvals, deposits, and necessary insurance and bonding prior to beginning construction. Tap applications cannot be accepted until conditional approval is made on the extension. A sanitary sewer main extension agreement with appropriate bonding and deposit is required prior to moving forward with construction. This agreement will be provided from the District's Attorney. A 25' exclusive easement with drive -able surface will be required to be dedicated to the District prior to construction if not located in public right-of-way. An easement agreement will be provided from MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Fruitdale Sanitation District — 4301 Parfet St — Septic System July 18, 2018 P�PPPPAPP,, the District's Attorney. The owner/developer is responsible for providing a vesting deed and title insurance commitment for the property prior to coordination with the District's Attorney. The owner/developer is also responsible for providing a certified land description and exhibit of easement to the District for review. An engineering review fee document will be provided and is required to be deposited to the District prior to moving forward with reviews. All costs associated with extensions are the responsibility of the owner/developer. Costs All costs involved are to be deposited in advance— engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be aware that proper tap fees, development fees, extension agreement, deposit, bonding, and easement agreement(s) are required to be paid prior to connection to the District main. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. No tap fees will be accepted until conditional approval is received for the mainline extension including such items as as -constructed drawings and final televising of the mainline(s). If credits for SFRE's are being requested for existing units(s)/buildings, the Developer must provide existing addresses, meter size, and if applicable, abandon the sanitary tap at the mainline (District observation and fee is required) prior to final new connection acceptance. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Fruitdale Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Gary Charbonnier — Fruitdale Sanitation District Page 212 City of Wheat Ridprc 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: --4-ha 1 D L t5 Project Address: 41501 2L>-A� WE, , C0 -ZY005 Name of Fim-dIndividual submitting documents: tear- / C -0-a S I rte, Project Type/Description: �%.00(Y, �tibrt O� v - (,-_ (n{ �1 q 4t;; 4&� _ Signature of Firm Representative or Individual: 9 DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature bdidw, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District a Consolidated Mutual Water District a Valley Water District o Denver Water o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other � 1. Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com House Calls, Inc. 16029 West 75th Place Arvada, CO 80023 SUBSURFACE INVESTIGATION OF 4301 PARFET STREET JEFFERSON COUNTY, COLORADO REPORT NO. 18-300 June 1, 2018 PPp O REGn OHO• • `Noe®a• eV U •" ��iT o 0 -30452 ° 30452 0 oO•ooeoe°°°° ��� ��`S�OIVAL ENG NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS Colorado Geoscience & Design, Inc. P.O. Box 68 Franktown, Colorado 8o116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign.Com House Calls, Inc. 16029 West 75th Place Arvada, CO 80023 SUBSURFACE INVESTIGATION OF 4301 PARFET STREET JEFFERSON COUNTY, COLORADO REPORT NO. 18-300 June 1, 2o18 PPpO REGIS r�vess®se°° m@ �.zU0 ° 30452 ° ° �os° f ° a-76/�v �� `%ssio►vaL E NOT VALID WITHOUT ORIGINAL SIGNATURE GEOTECHNICAL STRUCTURAL CIVIL ENGINEERS TABLE OF CONTENTS General 1 Site Conditions 1 Field and Laboratory Investigation 1 Foundation Recommendations 2 Criteria for Concrete Slab on Grade Construction 3 Placement of Foundation Fill 5 Subsurface Drainage 5 Surface Drainage g Foundation Excavation 7 Radon Gas 7 General Information 7 Location Map Figure 1 Log of Test Holes Figure 2 Swell / Consolidation Charts Figure 3 Summary of Laboratory Testing Table 1 Details of Foundation Drain System Detail 1 Foundation Grading Detail Detail 2 Appendix Information about the Report Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 GENERAL This report presents the results of data obtained during the subsurface investigation at 4301 PARFET STREET, JEFFERSON COUNTY, COLORADO. This investigation was made to determine the type of foundation required, allowable bearing capacity, and groundwater conditions encountered at the time of the field investigation. SITE CONDITIONS At the present time there is an existing single-family residence located at the site. It is our understanding an addition over a crawl space is planned for this site. The proposed structure will consist of wood framed construction with a steel reinforced concrete foundation. We anticipate the foundation loads to range from 1,000 to 2,000 pounds per lineal foot of foundation wall. The general topography of the site slopes landscaped with native trees, shrubs and c time of the investigation. approximately 1% to the south. The site is rass. The weather was cool and rainy at the If the type of construction changes from that specified above, please contact this office for additional recommendations and/or requirements. FIELD AND LABORATORY INVESTIGATION One (1) exploratory test hole was drilled on May 18, 2018 at the site shown on the Location Map, Figure 1. The test hole was drilled with a four -inch (4") diameter auger advanced with a CME -45 soil exploration drill rig. At specific intervals, the drilling tools were removed from the test holes and soil samples were obtained with a two-inch (2") diameter spoon sampling tube. The depths at which soil samples were taken and a description of the soil encountered are shown on the Log of Test Holes, Figure 2, and the Summary of Laboratory Testing, Table 1. All soil samples were carefully observed in the field during the drilling operation. These samples were classified in the laboratory through visual observation and laboratory testing to determine the pertinent properties. The natural moisture content and dry density was obtained from relatively undisturbed drive samples of typical soils. Swell - consolidation tests were performed on typical soil samples see Figure 3. These tests indicate the behavior of the soil upon various loadings in a wetted condition. Groundwater was not encountered at the time of the field investigation. These observations represent the groundwater conditions at the time of drilling or measurement and may not be indicative of the conditions at other times. Groundwater June 1, 2018 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 levels can be expected to fluctuate with varying seasonal weather conditions and if the sites use irrigation for lawns. Site soil conditions encountered may appear different from the test borings as presented in this report. An excavation observation is required and must be performed by a representative of this office to verify existing soil conditions, and the proposed design bearing pressure. The excavation observation must be performed only after the entire building footprint has been excavated to the bottom of bearing elevation. In addition, it may be necessary to revise our foundation recommendations based upon results of the excavation. The fee for this observation and/or revised foundation recommendations is not included in the cost of the soil report. Failure to follow the observation requirements noted herein may jeopardize the success of this construction project and shall absolve Colorado Geoscience and Design Inc. from any and all responsibility for any damages arising from the failure to obtain proper site observations. FOUNDATION RECOMMENDATIONS7 Based on our evaluation of the subsurface conditions, we recommend the proposed residence be founded on continuous concrete footings and pads. A professional engineer should use the following design criteria to design the foundations. 1. The footings and pads shall be designed for a maximum soil bearing pressure of 1,750 pounds per square foot (DL+LL). The entire foundation shall bear on the coarse-grained sand, gravel and cobble. 2. No footing or pad shall bear upon topsoil or soils that contain organic material. All loose and disturbed soil shall be removed before pouring the concrete for the footings or bearing pads. 3. All continuous footings supporting perimeter concrete foundation walls shall be at least 16 inches wide. We recommend footings be reinforced to bridge isolated soft areas up to 10 feet. Exterior footings should be provided with at least 3 feet of soil cover for frost protection, or per county codes. 4. The foundation walls shall be designed for an active horizontal pressure based on an equivalent fluid density of 35 pounds per cubic foot plus any applicable surcharge or hydrostatic loads and shall be designed to span with the applied loads between piers. 5. In place structural settlements are very difficult to predict with any reasonable accuracy, due to the large number of variable geotechnical parameters involved. However, based upon the currently available methods of settlement prediction, it is June 1, 2018 2 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 estimated that total structural settlement will be on the order of 1" and differential structural settlement will be on the order of Y2". CRITERIA FOR SLAB -ON -GRADE CONSTRUCTION Virtually all concrete slabs undergo some type of movement. Concrete slabs placed on soils comprised of medium dense or dense granular material or comprised of soft or stiff clays with swell potential less than 1 % under a 1000 Ib surcharge is considered unlikely to sustain intolerable movement by standard engineering practice. Cracking of slabs -on -grade is difficult to control and should be expected to occur with time. Cracking may be the result of many factors such as concrete shrinkage and daily and seasonal variability in temperature and humidity and not necessarily the result of soil movement. Further, 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. If floor coverings or coatings less permeable than the concrete slab are used, or if moisture is a concern, we recommend a vapor retarder be placed beneath the slab. Flooring installation should be consistent with the flooring manufacturer's recommendations for subsoil and slab construction and moisture testing prior to installation. A change in water content in soils is a major contributor to slab movement Colorado Geoscience and Design recommends that steps be taken to reduce the possibility of intolerable concrete slab movement due to changes in water content. Properly landscaped yards, drainage from the foundation walls, and the installation of perimeter and/or under slab drainage systems are ways to mitigate changes in the water content of the indigenous soils (See "Surface Drainage"). A slab performance risk evaluation was conducted in general compliance with industry guidelines for the local area. The risk assessment of a site for potential movement is not absolute; rather, it represents a judgment based upon the data available and our experience in the area. Movement of foundations and concrete flat work will occur over time in low to very high risk areas as the soil moisture content increases. On low and moderate rated sites, slab movements of up to 3 inches across the slab with cracking of up to Y4 inch in width and/or differential are not unusual. The damage generally increases as the risk assessment increases and as the depth of wetting increases. It must be understood, however, that assessing risk is an opinion, and the prediction of heave is not an exact science. Therefore, it may be possible that heave less than or in excess of what is described herein may be experienced. This risk should be communicated to the subsequent homebuyer. We recommend the owner or prospective buyer review "A Guide to Swelling Soils for Colorado Homebuyers and June 1, 2018 3 Colorado Geoscience and Design, Inc. PROJECT: Subsurface Investigation JOB NO: 18-300 CLIENT: House Calls, Inc. LOCATION:4301 Parfet Street, Jefferson County, Colorado i I Log of Test Holes DRILLING METHOD: 4" Continuous Flight Auger 1 100 K3 E 41 M17 .E W m Coarse-grained sand, 100 gravel and cobble, slightly clayey, dense, dry, light gray brown Notes: 1. x/y indicates that "x" number of blows of a 140 -pound hammer falling 30 inches are required to drive a 2 -inch diameter sampler "y" number of inches. 2. 11 Indicates depth at which soil samples were taken. 94 M m N 0 92 m CD M 88 CZE Where Applicable--- a: Indicates ground water encountered during the drilling operation. b. Indicates ground water encountered after 24 hours. c. Indicates auger refusal. d. __C_ Indicates caving. Figure 2 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 Homeowners", which is a special publication produced (SP43) by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Swell Potential Chart Slab Performance Risk Category Representative Percent Swell 1,000 psf Surcharge) Low 0 to <2 Moderate 2 to <4 High 4 to <6 -Very High > 6 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. The swell potential of the indigenous soils for the residence at this site meet the criteria for low risk of slab -on -grade movement. Concrete slabs may be used for basement slabs, garage slabs and exterior surface (sidewalks, patios and aprons) placed on the native soil. Furthermore, intolerable movement of any slab on grade may occur at the site as a result of future factors beyond the control of Colorado Geoscience and Design, Inc. If differential slab -on -grade movement is not acceptable to the owner/builder and, if the owner/builder is unwilling to accept the risk of differential slab -on -grade movement, a structural floor above a crawl space is required in the basement. The owner/builder shall be cautioned that problems with mold may arise when floors are built over a crawl space or with a structural floor. In order to prevent such problems, it may be necessary to take specific actions to mitigate the potential for molds, such as installing actively controlled humidistat systems and devices, providing adequate ventilation of enclosed spaces below the floor, and/or treatment of the soils with anti - mold, anti -fungal chemical agents. Colorado Geoscience and Design, Inc. will not be responsible for any and all claims arising from issues of mold or fungal contamination. It is the builder's responsibility to adequately address these issues during construction. If the owner/builder accepts the risk of slab -on -grade movement and chooses a slab -on - grade floor, the following steps shall be part of the concrete slab design: • Any soil disturbed during construction shall be compacted by use of a vibratory plate in the case of loose granular soils or wheel rolled by heavy equipment in the case of soft clay or silt soils prior to placement of the concrete slab. • The soil should be kept moist but not wet during the compaction process as well as immediately prior to the placement of the concrete slab directly onto the soil. Steps shall be taken to ensure that subsurface moisture beneath the concrete slab remains constant during the construction process. June 1, 2018 4 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 • The concrete slab shall be structurally isolated from all foundations and shall be isolated from penetrations by suitable expansion material not less than Y2" thick. The floating concrete slab shall be completely isolated from all utility lines. • Control joints shall be provided in the concrete slab. These control joints must be saw cut or tooled to a minimum of one third of the thickness of the slab. No portion of the concrete slab will have an area greater than neither 100 square feet nor a maximum dimension of 12'-0" in any direction without a control joint. • All non-bearing partition walls shall be constructed with a minimum of 3 inches of float to allow for slab -on -grade movement. • If a hot water heating system is used, the piping may be cast within the concrete slab if the slab is reinforced with steel rebar and special care is taken not to damage the piping during future construction activities. Nails shall not be driven into a concrete slab that has hot water piping. Base plates should be attached with construction adhesive or anchor bolts cast in the concrete slab at the time of placement. • If a forced air furnace is used, a 2" flexible connection should be installed between the furnace and the duct. PLACEMENT OF FOUNDATION FILL Expansive soil is not suitable for backfill material adjacent to the foundation backfill or for retaining walls. Any soil disturbed or imported material adjacent to the foundation walls shall be re -compacted to a minimum of 90% of Standard Proctor Density, ASTM D-698. Compaction of each lift adjacent to walls should be accomplished with hand -operated tampers or other lightweight compactors. Over compaction may cause excessive lateral earth pressure, which could result in wall movement. No water flooding techniques should be used in the compaction of backfill. SUBSURFACE DRAINAGE The installation of an exterior foundation perimeter drainage system is required for any habitable space below grade level. See Perimeter Drain Detail 1, for a suggested method of installing this system. The perimeter drain shall discharge at a daylight location a minimum of 15 -feet away from the home. The daylight end shall have a screened end section to prevent rodents from entering the drain. Alternatively, the perimeter drain may discharge into a sump pit with a sump pump. If a sump pit is used, homeowners should perform routine observations of the sump pump system to make sure it remains in good working order. Failure to install and failure of a sump pump system can cause serious foundation problems. Water accumulation around foundation elements is the major cause of foundation stress, therefore proper installation of the perimeter drain is very important. June 1, 2018 5 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 SURFACE DRAINAGE The backfill soil around the foundations should be moistened and well -compacted in 12 - inch maximum lifts with hand operated mechanical compaction equipment to prevent future settling. Controlled puddling of the backfill soils is not allowed. Site grading is critical. A simple means of reducing moisture change to prevent water infiltration into the soil is to slope the ground away from the foundation. For proper drainage, a slope of 10% (1' in 10') away from the foundations in all directions is required. This slope must be maintained for a minimum distance of 10'-0". The property owner should inspect the area around the foundation regularly particularly after rainstorms to determine if proper drainage away from the structure has been maintained. The owners are advised to immediately fill in any settled area near the foundations to eliminate containment of water. Roof drainage should include gutters, downspouts, extensions, and splash blocks. Down spouts must discharge onto concrete splash blocks or into metal gutter extensions at least 6 feet away from the foundation walls and beyond any backfill zones directing water away from the foundation. The owners should be cautioned regarding the installation of a lawn adjacent to the foundation walls. Lawn irrigation must be more than five feet (5') from the foundation walls to prevent wetting of the subsurface soils. Lawn and/or plants should not be planted within five feet (5') of the foundation walls. We recommend providing decorative gravel or bark around the foundations, as shown in Foundation Grading Detail 2. This method will prevent ponding of water and provide for proper drainage from the foundations. Non -woven geo textile fabric can be placed under the mulch to reduce weed growth and still allow some evaporation of soil moisture. Sprinkler heads and emitters should not be located or spray within 5 feet of the foundation or patio slabs and beyond backfill zones. Plantings near the foundations should not trap surface runoff. Furthermore, sidewalks or low-water consumption groundcover are recommended to further reduce the risk of water infiltration near the foundation walls. All pressurized irrigation lines and valve boxes should be located at least 10 feet from the foundation or patio slabs. Buried rain gutter discharge pipes are not recommended because of often undetected seepage problems caused by clogging, crushing and adverse grading of the pipes. Similarly, infiltration basins are not recommended adjacent to or upgrade of adjacent structures. If detention is required by statute, infiltration basins should be located down gradient and at least 30 feet from foundations. Changes in site grading by landscapers or property owners can have damaging effects on foundations and concrete basement and garage slabs -on -grade. It is the property June 1, 2018 6 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 owner's responsibility to control water and maintain the site to prevent infiltration near foundations. Additionally, it is the property owner's responsibility to maintain downspouts and buried sprinkler system conduits. FOUNDATION EXCAVATION Precautions should be taken in deep excavations for safety of workers and to protect nearby structures. The sides of the temporary excavations should be sloped or benched at a Y2H to 1V maximum rate. Spoils for the excavation should not be placed within 2 feet of the excavation sidewalls and the excavation should not be subject to excess vibration wetting or drying. The owner contractor should be familiar with the OSHA Safety and Health Standards for the Construction Industry, 29 CFR Part 1926, or the appropriate foundation chapters of the International Building Code prior to construction. RADON GAS Most counties in Colorado have average radon levels (measured in homes) above the U.S. EPA recommended level of 4 PicoCuries per liter of air (pCi/1). Results of a 1987- 1988 EPA -supported radon study for Colorado indicated that granitic rocks, in particular, generally have elevated levels of uranium. Radon tends to accumulate in poorly ventilated areas below ground level, and can accumulate in above grade construction as well. Providing increased ventilation of basements and crawl spaces and sealing of the joints can mitigate build-up of radon gas. This mitigation is best implemented during the design and construction phase of the residence. The Colorado Geologic Survey and the U.S. EPA are both good sources for additional information regarding radon. GENERAL INFORMATION _. Based on this subsurface investigation, the proposed foundations appear to be technically feasible to be constructed at the proposed site. The structures should be designed for construction in the direct vicinity of the boring location. If the proposed locations change, additional borings will be required to assess the soil conditions at the new location. Permitting work will be required to obtain any local and state approval, and design work will need to be performed by a qualified professional engineer to bring this project into final design, and subsequent construction. A qualified contractor experienced with similar projects should carry out the construction of this project. The construction process should be carefully observed and documented June 1, 2018 7 Subsurface Investigation House Calls, Inc. Colorado Geoscience and Design, Inc. Report No. 18-300 to ensure the construction is performed in accordance with the design drawings and technical specifications. In any soil investigation it is necessary to assume that the subsurface soil conditions do not vary greatly from the conditions encountered in our field and laboratory testing. Our experience has been that at times soil conditions do change and variations do occur and may become apparent at the time of excavation for the foundation system. The work contained herein was performed by, or under the direct supervision of a licensed Professional Engineer in the State of Colorado. Professional judgments and evaluations are presented based on information gathered during the drilling operations, conversations with the owner and/or contractor, and on experience with similar projects. The performance of the project is not guaranteed in any manner, only that the engineering work and judgments rendered meet the standard of care of the engineering profession. The engineering services performed are within the limits set by the Client, with the usual thoroughness and competence of the engineering profession. No other representation, expressed or implied, is included or intended. The parties specifically agree that Colorado Geoscience and Design, Inc. has not been retained nor will they render an opinion concerning any environmental issues, hazardous waste or any other known or unknown conditions that may be present on this site, since this is not in the scope of this report. June 1, 2018 8 El w J Co Q Z C7 w W Z a LU U Z W_ U U) O LU O a O J O U APPENDIX Important Information About the Report The data collected by Colorado Geoscience & Design, Inc. during this investigation was used to provide geotechnical information and recommendations regarding subsurface conditions on the site investigated, the effect of those conditions on the proposed construction, and the foundation type for the named client. The stratification lines indicated on the boring log are approximate, and subsurface conditions encountered may differ from those presented herein. This uncertainty cannot be eliminated because of the many variabilities associated with geology. For example, material and engineering characteristics of soil and bedrock may change more gradually or more quickly than indicated in this report, and the actual engineering properties of non -sampled soil or rock may differ from interpretations made based on boring logs. Quantitative conclusions regarding the performance of geotechnical structures prior to construction are not possible because of the complexity of subsurface conditions. Rather, engineering judgments and experience are used to estimate likely geotechnical performance and provide the necessary recommendations for design and construction. Put another way, we cannot be sure about what is not visible, so the collected data and our training and experience are used to develop predictions and recommendations. There are no guarantees or warranties implied or expressed. The owner and/or client must understand that uncertainties are associated with geotechnical engineering, and they, the owner and/or client, must determine the level of risk they are willing to accept for the proposed construction. The risks can be reduced, but not eliminated, through more detailed investigation, which costs more money and takes more time, and through any appropriate construction which might be recommended as a result of that more detailed investigation. To reduce the level of uncertainty, this report was prepared only for the referenced client and for the proposed construction indicated in the report. Unless authorized by Colorado Geoscience & Design, Inc. in writing, the owner will assume additional geotechnical risk if this report is used for any construction that differs from that indicated in the report. Our firm should be consulted well before changes in the proposed construction occur, such as the nature, size configuration, orientation, or location of any improvements. Additionally, the k,nowledge and experience of local geotechnical practices is continually expanding and it must be understood the presented recommendations were made according to the standard of practice at the time of report issuance. If the construction occurs one or more years after issuance of the report, the owner and/or client should contact our firm to determine if additional investigation or revised recommendations would be advisable. Geotechnical practice in the Denver Region must consider the risk associated with expansive soils and bedrock. Geotechnical practice in the Denver area uses a relative scale to evaluate swelling potentials. As stated in the Subsurface Investigation, when the sample is wetted under a surcharge pressure (loading) of 1000 pounds per square foot (PSF), the measured amount of swell is classified as low, moderate, high, or very high. Page 1 of 3 Table 1 presents the relative classification criteria for the percentage of expansion relative to the initial sample height, at the indicated surcharge pressure. Swell Potential Chart The swell potential classifications are based on the percentage of swell for samples placed on swell/consolidation machines under a surcharge of 1000 pounds per square foot. The relative swell classification can be correlated to potential slab damage as follows: Low - minor slab cracking, minor differential movement, and heave Moderate - lab cracking and differential movement, partial framing void and furnace plenum closure. High to Very High - large slab cracking and differential movement, closed voids, closed furnace plenum, and possible pipe rupture. These effects are based on monitoring and observation by several firms in the Denver metropolitan area and are not limited to the relative swell classification. More or less damage can occur in all classifications because of the uncertainty associated with subsurface conditions and geotechnical engineering. It is important to note that measured swell or soil expansion is not the only geotechnical criteria for the type of floor and foundation recommendations. Additional criteria considered include: • Soil and bedrock type and variability • Stratigraphy • Groundwater depth and anticipated post -construction moisture conditions. • Surface water drainage and features • Post -construction landscaping and irrigation • Construction details and proposed use • Local experience Page 2 of 3 Post -construction landscaping and owner maintenance will greatly affect structures on expansive soils and bedrock. Typically, irrigated landscaping increases the soil moisture content above the pre -constructed water content. Slabs, pavements, and structures significantly reduce evaporation of the soil moisture. Therefore, post - construction heave and resulting damage to buildings and other improvements are likely to occur on sites with expansive soils because of the high probability that subsurface moisture content will increase as the property and surrounding area is developed. Poor owner maintenance, such as negative slopes adjacent to foundation walls and irrigated landscaping adjacent to the foundation, also will significantly increase the risk of damage from expansive soil and bedrock. The property owner, and anyone he or she plans to sell the property to, must understand the risks associated with construction in an expansive soil area and also must assume responsibility for maintenance of the structure. The owner and prospective purchaser also should review "A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, " which is a special publication (SP 43) produced by the Colorado Geological Survey to assist homeowners in reducing damage caused by swelling soils. Page 3 of 3 BRACE WALLS TOP & BOT., PRIOR TO BACKFILLING --- CO;�„_RETE GRAD= BES, + — 1 FLOOR SLAG EXPANSION JOINT. 4" MIN. WELL SLOPED — 10 FT. Ml N. �' ei�.o�°� •map p•�o i, °p 12” PER DO NOT DIKE lb11TH SOD OR EDGING TOP 12" OF WELL—COMPACTED BACKFILL MODERA T ELY COYP r_,CTEI D BACKFILL AMPPROOFING POLYETHYLENE GLUED TO WALL AND EXTENDED ALONG THE BOTTOM OF THE EXCAVATION. 5# BUILDING FELT 3/4" TO 1 1/2" CLEAN GRAVEL 4" DIAMETER. PERFORATED PIPE. SLOPE DRAIN PIPE 1 /8" PER FOOT TO 12" MIN. DAYLIGHT, OR TO A SUMP PIT. IF TO DAYLIGHT, COVER. END WITH SCREEN. BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL, IP.R MELT ADJACENT TO FOUNDATION WALLSA TION WATER,, AND SNOW CAUTION: DO NOT DIKE OR WALLS WITH SOD, DOWNSPOUTS AND BLOCKS OR LONG IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. SILL COCKS SHOULD DISCHARGE INTO SPLASH EXTENSIONS. DRAIN SYSTEM BELOW GRADE AND LACKFILL DETAILS (FOR FOOTING FOUNDATION) DETAIL 1 FOUNDATION GRADING DETAII 4'-0" MINIMUM DECORATIVE GRAVEL OR BARK AREA. 000000000 0p0 0000 0000 0 0 SOIL TO BE SLOPED AWAY FROM FOUNDATION. WALL NOTE: I. PROVIDE A MINIMUM SLOPE OF 6" IN THE FIRST 10'-0" FROM HOUSE (10%). 2. DOWNSPOUTS AND EXTENSIONS SHOULD EXTENDED 5'-0" BEYOND THE FOUNDATION. GRADE DETAIL 2 go Colorado Geoscience & Design, Inc P. O. Box 68 Colorado Franktown, CO 80116 Geoscience & Design, Inc. Bill To House Calls Inc 16029 W. 75th Place Arvada, CO 80023 Invoice Phone # Fax # Date Invoice # 303-688-2150 303-688-1295 7/9/2018 25530 Job Location 4301 Parfet Street Jefferso County Terms Due Date Job # Due on receipt 7/9/2018 18-300 Description Qty Amount Soil Test Only 1 975.00 * NOTE: Customer agrees to pay any and all collection fees, court costs, and attorneys fees incurred by Colorado Geoscience and Design for late or non-payment collections. Liens may be filed after 30 days past due and interest will be accrued at 1% interest per month. Pd Date Pmt Amt $0.00 Balance Due $975.00 We appreciate your prompt payment. City of W heat I ,Ogle COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29`h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge 3 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 4 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45' plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. 5 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 36 -inches below finished grade. (IRC TableR301.2.1) 6 Helical pier A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections R110.5.2.3) 7 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior spaces below grade must be damp proofed. (IRC R405.1, R406.1) 8 Slabs below grade must maintain a minimum of 6 -inches above the design water table. The interior finished crawl space grade must be a minimum of 36 -inches above the design water table.( R401.2.1.3and R401.2.1.5) 9 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 10 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered latjrd. If not noted, bolts shall have a minimum diameter of %-inch, embedded at least 7 -inches and spaced notmat��d98 www.ci.wheatridge.co.us JWPAIng Division than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) Rough Framing and Wood Requirements 1 I The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 12 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1: (IRC R317) 13 Lumber, plywood, fiberboard, structural logs, and glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency. (IRC R502.1, R602.1, and R802.1) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery.B. Wood framing members that rest on concrete or masonry foundation walls and are less than fl- inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. 13 Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. city of 1.5 Emergency escape and rescue openings shall meet the following requirements: A minimum clearWiiM 8fdge 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet for gE, @Aq;l'Je�yidion windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured from the finished floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) 16 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 1.7 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches (813 -mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 -inches (1981 -mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 19 There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than 73/ -inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 20 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4% -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of %-inch to 1% -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere to pass through. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1% -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8.2) 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6% -inches perimeter with a maximum cross section of 2% -inches. C . Perimeter Dimension Greater than 6% - inches: shall have a finger recess on both sides. city of 22 Guards must be provided for porches, screened porches, balconies, fixed seating and raised f1cWhourfr4 more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36-ir cks. Open u Ing Division sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 36 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest projection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 - inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 - inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 Roofing material installed in the mountain areas is limited to Class -"A" roof coverings. Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph 3 sec gust( R301.2.1, R325). 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less than 8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section (M1507) is satig ,tye at and artificial light is provided at an average of 6 foot candles at a height of 30 inches. Wheat Ridge 31 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or uil in9 Division tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panel aijacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R308) 32 Roofs decks and enclosed roofed areas must be provided with roof drains installed at the low point of each roof. Where roof drains are installed, overflow drains or scuppers are required. (IRC R903.4) 33 Exterior finish materials must conform to the conditions of your Site Plan Review to include: roof covering, siding, ignition resistant construction, color requirements, conforming light fixtures which comply with the approved lighting plan, and re -vegetation requirements. Glazing and Window Requirements 32 Skylights must be: (IRC R308.6 Table N1102.1) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb 4 -inches above the roof. Heating and Ventilation Requirements 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.9. Crawl space walls shall be insulated in accordance with Table N1102.1 or Table N 1102.1.2. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation in accordance with Table N1102.1. 34 A Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68* at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R303.3, M1507.4) city of 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outside the building, be equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum i�en`gffl of`dge the exhaust duct shall be 35 -feet (Unless approved under the manufacturer's listing) from the conne tionla=thiffn transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M1401.1,(M1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 41 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI Z21.60 and installed per the manufacturer's installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G2434) 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (UFER), water piping, ground rings, grounding rods, and plate electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected in an approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) city of 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechahlWat Ridge connection at the time of rough inspection. Building Division 46 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B. Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. F. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. 1. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 48 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 50 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 53 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C One on each additional story including basements. Ciry of 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s),,Qf 4at Ridge fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical ouile` 1°'aii°c��ision has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shall be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances: A. Recessed incandescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,(E4002.10, E4003.9, E4003.10,E4003.11) Plumbing Requirements 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 tees above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 511) s of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets- bidets and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) Building Division 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120'. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) 67 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower /bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 68 The garage shall be separated from the residence and its attic by materials of not less than %-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (R302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. City of /heat Ridge Building Division 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %-inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C1178, or C1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board 1/ gypum board Ceiling 16oc, 7", nails 12", Type S screws %2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nails I2"spacing, screws 24OC 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment and may not be used where there will be direct exposure to water, or in areas of continuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) 73 Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a inch gypsum wall board membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member.(IRC 501.3) Final Inspection Requirements 74 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (IRC 319) 75 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R801.3) Swimming pools, fountains, hot tubs, spas, and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions of the IRC for the approval of bonding equipment and lighting. All 15 and 20 amp, single-phase 125 -volt receptacles located within 20 -feet of the inside walls of pools, outdoor spas and hot tubs shall be protected by a GFCI. Motors and equipment must be accessible without damaging the building structure or building finish. (IRC E4202, E4203, EE4204, E4205, E4206) The reinforcing shell of the pool shell, metal forming shells, coping stones, deck, brackets of niche fixtures, metal fittings, and electrical equipment, located less than 5 -feet horizontally and less than 12 -feet above maximum water level of swimming pools and built in place hot tubs shall be bonded together. The parts specified above shall be connected to an equipotential bonding grid. (IRC E4204.2) city of 7500 W. 29Th Ave Wheat Ridge, Co 80033-8001 303-235-2878 Wheat Ridge Building Division j City of Wh6at�jdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM *This application must be signed by each sub -contractor confirming the same. Project Address: General Contractor: Electrical Contractor - Wheat Ridge License # Company Name: State License #: Signature of Authorized Agent Permit Phone #: Master #: Plumbing Contractor - Wheat Ridge License # Date Company Name: Phone #: State License #: Master #: Signature of Authorized Agent Date Mechanical Contractor - Wheat Ridge License #4 Company Name:/ /,L , �.��, Phone: 7.,1-CI;I L- C Z9 Sigaikure of Authorized Ageaf J, Date *This application must be signed by each sub -contractor confirming the same. ► ' , City of Wheat Ridge �(� v Residential Roofing PERMIT - 201707820 PERMIT NO: 201707820 ISSUED: 09/28/2017 JOB ADDRESS: 4301 Parfet ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re -roof to install metal pro panel - 23 sq Pitch = 4/12 *** CONTACTS *** OWNER (720)289-8576 NEWMAN BENJAMIN SUB (303)917-0628 Bob Schneider 160147 New Vision Roofing & Ext. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21,092.00 FEES Total Valuation 0.00 Use Tax 442.93 Permit Fee 394.50 ** TOTAL ** 837.43 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge ��. Residential Roofing PERMIT - 201707820 PERMIT NO: 201707820 ISSUED: 09/28/2017 JOB ADDRESS: 4301 Parfet ST EXPIRES: 09/28/2018 JOB DESCRIPTION: Residential Re—roof to install metal pro panel — 23 sq Pitch = 4/12 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 1 am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed an that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. yl c� 10163/17 Signature of (OWNER or CONTRACTOR (Circle one) Date I. 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 originalermit fee. 3. If this permit expires, a new permit may be regired 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 anmanner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services ice 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 a code or an �ncte�orMregul of this�ju 'sdiction. 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. Dane Lovett Z U C ?O 7 K, From: no-reply@ci.wheatridge.co.us Sent: Tuesday, September 26, 2017 9:03 AM r� To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application �— For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4301 Parfet'st. Property Owner Name Kelly Newman Property Owner Phone 720-289-8576 Number (enter WITH dashes, eg 303-123-4567) 157 This application is exclusively for new permits for residential roofs and for licensed �- contractors only. This type of permit is ONLY being processed online --do not come (s to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those c� documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4301 Parfet'st. Property Owner Name Kelly Newman Property Owner Phone 720-289-8576 Number (enter WITH dashes, eg 303-123-4567) 157 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract kellynewman31 @yahoo.com Yes 20170926 084847.Ip4 CONTRACTOR INFORMATION Contractor Business New Vision Roofing and Exteriors Name Contractor's License 160147 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-917-0628 7380 West Calahan Ave. Contractor Email Address newvisionroof@gmail.com Retype Contractor Email NEWVISIONROOF@GMAIL.COM Address DESCRIPTION OF WORK TOTAL SQUARES of 23 the entire scope of work: Project Value (contract f 21,092. value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) 158 both? (check all that apply) What is the specific pitch 4/12 of the PITCHED roof? How many squares are 23 part of the PITCHED roof? Describe the roofing Metal Pro Panel materials for the PITCHED roof. Type of material for the Metal PITCHED roof: Provide any additional House and Garage detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 159 submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Robert/Michelle Schneider/Stiverson Email not displaying correctly? View it in your browser. 160 CUSTOMER AGREEMENT Contingent upon Insurance approval New Vision Roofing & Exteriors LLC 7380 W. Calahan Ave, Lakewood, CO 80232 303-917-0628 Bob@New-Vision-Roofina.com 13 ACCREDITED BUSINESS . New- Vision -Roofing.com Licensed & Insured. BBB Accredited Property Owner Email Repair Date Partial tYRepair� Damage: es ,� no Type: r_ . A111 Damage: yesn`o. Type: Street Address ' Estimator ? 'HOUSE GARAG ) PATIO SHED SHED2 STUCCO VINYL WOOD Y City, ST ZIP Roof Type: i �` 5'`'��s _ Insurance Company ?�'� Fr:"rf� Style:,L"/ Color: _ .?,-"x",41r Drip Edge Color: �' Home Phone Work Phone Full . � Claim # Repair pffispect Decking EE-lMspect Flashings i•" 5 —Res,.-! 6" —Comm. Alum. ,6teel a -Clean Up & Remove Debris ' • • eiFul� Partial Repair Full Partial tYRepair� Damage: es ,� no Type: r_ . A111 Damage: yesn`o. Type: 'HOUSE GARAG ) PATIO SHED SHED2 STUCCO VINYL WOOD OTHER: Roof Type: i �` 5'`'��s f ?�'� Fr:"rf� Style:,L"/ Color: Drip Edge Color: �' �..�! �. / :-�- -0eo /.^ Full . � Partial Repair pffispect Decking EE-lMspect Flashings i•" 5 —Res,.-! 6" —Comm. Alum. ,6teel a -Clean Up & Remove Debris Lf:� Color: f 'ie;r : lG Payment Options + Work to be completed according to the above specifications in the amount of: G; Z ,�/� (not to inc de insurance supplements, permit costs or any unforeseen construction costs) ,> , ?3. []'` Balance due upon completion ❑ Cash sale Iva INSURANCE AGREEMENT. The homeowner authorizes New Vision Roofing & Exteriors to represent their best interest in pursuit of full it replacement costs for damages believed to be covered under homeowner's insurance and allows New Vision Roofing & Exteriors to deal directly with the jv,'�-i F insurance company regarding this claim. This contract does not obligate the homeowner or New Vision Roofing & Exteriors until the claim is approved by the insurance company, and accepted by New Vision Roofing & Exteriors. Upon approval of claim, New Vision Roofing & Exteriors will complete all specified work at a price agreeable to the insurance company (RCV only) and New Vision Roofing & Exteriors, with no additional cost to the homeowner except for the deductible. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this ,contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. Final agreed upon price will become the final contract price, regardless of estimated contract price above. New Vision Roofing & Exteriors shall hold in trust any payment received from homeowner until roofing materials delivered at site or a majority of roofing work has been performed. I (We) agree, by signing below, to all contract conditions on both front and back, of this agreement. f Homeowner's Signature i' h; ��y� bate of Acceptance: Homeowner's Signature: NVR Signature'%. ,R 1. If the property owner plans to use the proceeds of a property and casualty insurance policy pursuant to part 1 of article 4 of title 10, C.R.S., to pay for the roofing work, pursuant to section 6-2-105, the roofing contractor cannot pay, waive, rebate, or promise to pay, waive, or rebate all or part of any insurance deductible applicable to the insurance claim for payment for work on the covered residential property. 2. New Vision Roofing & Exteriors carries workers' compensation, automobile and commercial general liability insurance. A copy of the Certificates of Insurance may be obtained by calling insurance carrier, Colorado Insurance Professionals at 303-755-8600. 3. All Contracts subject to approval by New Vision Roofing & Exteriors LLC management. Contract price is valid for ninety (90) days. 4. New Vision Roofing & Exteriors reserves the right to perform specified work in accordance with generally accepted construction guidelines, while adhering to local codes in effect at the time of contract. 5. Our standard payment terms are fifty percent (50%) upon delivery of materials, and the remaining fifty percent (50%) upon completion of labor. All checks must be made payable to: New Vision Roofing & Exteriors. 6. All excess materials remain the property of New Vision Roofing & Exteriors. 7. Homeowner is responsible for Homeowner's Association approval of roofing products and colors. 8. Homeowner acknowledges New Vision Roofing & Exteriors as a general contractor; as such New Vision Roofing & Exteriors will be entitled to ten percent (10%) overhead, and ten percent (10%) profit, (O&P) if approved by the insurance company, as part of the claim. 9. An account is defined as past due when 30 days have elapsed from the date of completion of work. Past due accounts will earn interest at a rate of one and one-half percent (1.5%) per month or eighteen percent (18%) annually. If New Vision Roofing & Exteriors is required to turn the matter over to an attorney for collection, the homeowner also agrees to pay all costs incurred, including attorney's fees. 10. Should default of payment occur on this contract, New Vision Roofing & Exteriors reserves the right to place a mechanic's lien on the contract property. 11. New Vision Roofing & Exteriors shall not be held liable for failure of performance due to labor controversies, strike, fire, hail, weather, inability to obtain material from usual source, or any other circumstance beyond the control of the company. 12. Our standard workmanship warranty for roofing is five (5) years. 13. New Vision Roofing & Exteriors is not responsible for any leaks or water damage below the roof line caused by excessive wind, ice or hail during the period of the warranty. 14. You have the right to rescind this contract and obtain a refund of any deposit within 72 hours after entering contract. If you plan to use the proceeds of a property and casualty insurance policy to pay for roofing work, you may rescind this contract within 72 hours after you receive written notice from the property and casualty insurer that your claim has been denied in whole or in part. However, New Vision Roofing & Exteriors is entitled to retain payments or deposits to compensate New Vision Roofing & Exteriors for roofing work actually performed in a workmanlike manner consistent with standard industry roofing practices. New Vision Roofing & Exteriors cannot pay, waive, rebate, or promise to pay, waive or rebate all or part of any insurance deductible applicable to the insurance claim for payment of roofing work on your property. If this contract is cancelled by the homeowner, after 72 hours of execution, the customer agrees to pay New Vision Roofing & Exteriors twenty percent (20%) of the contract price, set by the insurance company, only if materials have been delivered or work has been performed, as liquidated damages. This payment is not a penalty, but is fair and just compensation for services rendered to that point. 15. New Vision Roofing & Exteriors will not be held responsible for slight scratching or denting of gutters, droplets of oil in the driveway, cracks in concrete, or damage to plants and trees. Furthermore, New Vision Roofing & Exteriors will not be held responsible for exterior damages such as deteriorated trim pieces, crown molding, stucco, solar panels, evaporative coolers, existing skylights, or interior damage such as falling dust and debris, cracked plaster, sheet rock or nail pops, as a result of normal re -roofing. 16. Replacement or repair of the deteriorated decking, fascia boards, swamp coolers, ventilators, chimneys, counter flashing, or any other work completed for the homeowner not explicitly stated in this contract, are not included in quoted price and will be charged as extra on a time and material basis. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 11214 BUILDING INSPECTION LINE - 303 234-5933 Date : 9/21/2000 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4301 PARFET ST Contractor License No. : Company : Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that ali measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this . application, and that I assume fult responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) SIGNED~~ ~ DATE. Description : UTiLITY BUILDING/ NEW 2 STALL HORSE BARN Construction Value Permit Fee Plan Review Fee Use Tax Phone : 432-2610 Total $4,000.00 $97.25 $0.00 $100.00 $197.25 Use: BUILDING DEPARTMENT USE ONLY Approval : TRC Zoning : A-1 Approval: BG Approval : Occupancy : Walls 9/21100 Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval: SIC : Sq. Ft. : 576 Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This pertnil was issued in accordance wiN the provisions set forth in yopur application and is suD1'ed lo the lews of the State M Cobratlo antl lo the 2oning RegulaNona and Building Code of Wheat Ridye, Colorado or any other applicable ordinances M the Cily. (2) This pertnil ahall expire if (A) the work euthonzetl is not commenced wiNin sixly (60) days hom issue tlale or (B) the building authorized is suspendetl or abandonetl for a penod W 720 days. (3) If Nis permtt expirea, a new pertmt may be acquired for a fee of onrhaH the amount nwmalty requiretl, pmvitlatl no changes have been or will be made in e wipinal plens and apecifice6ons and any suspension or abandonment has not exceeded one (1) year. If changes are made or d suspension or aCandonment erzceeda one (1) year, full fees shall be paid for a new pertnil (4) No vrork of any menner shall be done that will change the nalural fiow of warer wusing a tlrainage Droblem. (5) CoMreclor shall noLy the Builtling Inspector iwenry-four (24) haun in atlvance ror all inapecdons antl shall receive written epproval on inspeclion certl before pnceediinq with successivetphhases o tf heof7~oB. isL 6uieltlg ~9P pC6g e or arry oth ortlinancetl law~r9use oand r regatlon~ons shall not be consWed lo be a pemik for, nor an approval oi, any violation of Ne provisions (e~ o Ne Chief DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 11214 9/21 /2000 Property Owner : Property Address : 4301 PARFET ST Contractor License No. : Company: Phone : 432-2610 Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurete; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this pertnit. (OWNER)(CONTRACTOR) Description : UTILITY BUILDING/ NEW 2 STALL HORSE BARN Construction Value : $4,000.00 Permit Fee : $9725 Plan Review Fee : $0.00 Use Tax : $100.00 Total: $197.25 Use: BUILDING DEPARTMENT USE ONLY ROWN - - SIC : Sq. Ft. : 576 Approval : TRC Zoning : A-1 pjyl~'- . R9127100 Approval: BG ~t~~~~'*"~~~: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set Porih in yopur application and is subject to the laws oFihe State ot Coloratlo antl to the Zoning Regulations antl Builtling Cotle ot Wheat Ritlge, Coloredo or any other applicable ortlinances of the City. (2) This permit shall expire if (A) the work authorized is not commencetl wi[hin sixty (60) days from issue tlate or (6) the builtling authorizetl is suspendetl or abandoned for a period of 120 days. (3) If this pertnit 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 ihe onginal plans and specifications antl any suspension or abantlonment has not exceedetl one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit. (4) No work of any manner shall be done that will change the naNral Bow of water causing a tlrainage problem. (5) Contrector shall notify the Building Inspector hvenry-four (24) hours in advance for all inspections antl shall receive wntten approval on inspection cartl before proceediing with successive pha5es of the job. (6) The issuance~ty permit or t1]~ approval of tlrawings antl specifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildjy§ crpes g~~y4pher ortlinance, law, rule or regula6on. Building 3c~-r~ h.t24~d~d ~ ~ C ~ ~ t u ~ j t ~ -TI ~ u c a U .E vl r b 2 ~ ~ U ~ ~ ~ ~ 71 ~~2lddd S 70 ° , r V, 0 ~ ~ ~ W ? S c~ m ~ ~1 poN Z ~ N ~ p = S o ~ ~ C Cs ~ ~r r 14 Tt ,7 m ~ ~ ~N x- z~ ~ ~a ~ ~ ~ ~ ~ ~ ~ rl N ~ T1 ~ ~j ~Z 1 Se~}~v ~ G~~vL~n1 w NEft-rRzn G e~ cCD C3o3) 432- 26ia (3-`t"tS Sa633 1,.1E st(LE f~P p LY 1--n16 T-U(L ~U z[-DZn7 6 PEQ.n/~~Ci " F0 (Z 4t 2 "DFi,sE ~tlLiv' anj C)uIL PRvP~12-Ty> wE ~t6ZC 2-o&J cl~ i NE i NIL~~ S f~l~~ SF1owAi onl THE AAPR-ov~r~En~ zz~ 2AJ p o,N n-i. 1 _ !-14Vu Eti~SEO 0mwt\j - Z7 - sGK-E "^iS W~ t-N6 E/tV^i /Nr~ Q 1-H U P12v L o C,E-zcAJ , wE /4vf- 9oTc,br1.j6'Tf1L W•v ov2S C N Ey--~ wsi~! 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U 12.2 y 12.9' n m GAR. . n 1''RM RES N J4301 37.0' :-PATIO... o ~ _ APPROZ. loalION o? DllCa 100' u o p u y - rn p, b3a~o m .1 m m m .o a x ~ dv~ " y o aw m if 0 t v A o A n H u~u.aaM O 7 3 O~ u N X CQ N C 2 C N O ~ OY1C.C z o Cr` uoCu rnux ~ u.+ u w ro c o moA d oro N Wv 11 M 1~.1 03'O W L d O G N O 0 q ii N N L~ U o C W 'O m ~ P ro u M e d H (D ~ A O N 4 1~ ~ d ~ ~ V p N y N O~ i u u u~ ~ U u ~O 7 q~ G O Q a N~ V t*q u W a ~ v.ba5 uu c R~b powu,auw W ~ ~ N L 17 tl 1'i L ~ O ~ ~ 0K7uwLLb. ~'y p A 0. o M~n ui u N o e F w~^ m N z m w~ O Q N N v o O vG1 F y U m A m x ~ Q R V 01 ~ 6 L ~L a yg ~ u miN o~q a c O ~ o m m o'O u ~ .~t u u~t o v a N N U O1O N A q O 4 F V. A d w N W ~ 6 A Y u 1~1 O N h O ~ aK d,3 c•~v •-u w wu uu.Giacmna °o u o~ w Y w w~ ~ ~ o~ y.l aIm u u . Y N a fY .G 0 O Y ,f, n q vi N rv u .a U W Ci 7pY ,.,t.. ~ ~ t"'a inal oi the ong . ~ AinaaNTV COMP~NY WARRANTY DEED "fHIS UCCD, Made tltis 27th day of September between Steve L. Johnson 1999, oftheCounty of Jefferson andStateof Colorado gruntor, aiid Sean D. Barnes and Carolyn R. Barnes whoselegaladdressis 4301 Parfet Street, Wheatridge, CO 80033 uflheCounty of Jefferson undStuteof Colorado ,gruntees: WITNESS, That the granlor, for and in consideration uf lhe sum of ONE HUNDRED FIFTY FZVE THOUSAND AND NO/100------------------------------------------------------------------- UOI.LARS,($155,000.00 ).l6ereceiptand sufficiency of which is hereby acknowleJgeJ, has granled, bargained, sold and conveyed, aiid by these presents does grant, bar- guin, sell, convey and confirm, unto the granlees, their heir> and assigns Yorover, not in tenancy iu cmnmuu bnt in joint ten•rncy, all Ihe real property together with impmvementi, if any, siWate, lying and being in the County o f Je f ferson , aiid Sta[e of Colorado, described as follows: A tract of land situated in the SE 1/4 of the NW 1/4 of Section 21, Township 3, South Range 69 West, more particularly described as follows: Beginning at a point on the South Boundary line of West 44th Avenue that is 528 feet West and 587 feet North of the Southeast corner of the NW 1/4 of said Section 21; thence South 453.6 feet to the true point of beginning; thence West 227 feet; thence South 100 feet; thence East 227 feet; thence North 100 feet to the point of beqinning, except that portion conveyed in Book 757 at --Continued-- alsoknownbystreetandnumberas 4301 North Parfet Street, Wheat Ridge, CO 80033-2729 TOGCTHER with all and singulac the hereditaments anJ appurlenances tliercunto belonging, or in anywise appertaining, und qhe reversion and reversions, remaindcr aiid romainJers, rents, issurs :md profits Ihereof, aiid ali the es[ate, righl, lille, inleres[, claim anJ demand whatsoever uf the grunluq either in law or equity, ol, in and to lhe nbove bargained prcmises, wilh lhe heredilaments aiid appurtenances. 'CO HAVE AND TO HOLD the said premises ubove bcaguined and describecl, witli ihe appurtenances, mito the granlees, their heirs and assigns forever. And Ihe granlor, for himself, his heirs and persunal representutives, Joes covenanl, gran[, bargain and agree to aiid wilh the grantees, t6eir heirs aiid Ussigns, tha[ at tlie lime ol lhe ensealing and dClivery of Ihese presenls, he i> well sciucl ol' the premises above conveyed, has good, sure, perfect, ubsolute and indefeasible estate of inherilance, in law, in I'ce simple. :ind has guod righl, full power and luwful authurity to grant, b:vgain, sell and convey ihe same in manner und furm as al'oresaid, unJ ihat the sume am fine und ciwr from all tbrmer and olher granL+, barguins, sales, licns, taxes, ussessments, enwmbrances aiid reslricfions uf whatever kind or nawro soever, except for taxes for the currenl ye•uq a licn but not yet due aiid puyable, cascwents, restrictions, rescrvalions, covenuuts and rights-oY-wry of record, if any. The gruntor shall and will WARRANT AND NORF,VER DEFEND Uie above-bargained premi>es in ihe quiel and poaceable pusses- sion o[ the gruntees, their heirs and assigns, aguinst ull und everY person or persons law[ully duiming ihe whole or any pazt thereof. The singulu nwnber shall indude lhe plural, Ihe plural tlie singular, aiid lhe use of nny gender shall be upplicable to all genders. IN W CI'NL:SS \NHIsRGOF,}he granlor has executed (his deed on the dule se[ forlh abave. Steve L. JoFirt~!"ott ~ STATEOF COLORADO ) CUUNTY OF JEFFERSON 1 'Pho (ureguing iusuumenl wus ucknowleJged bcfbre mc lhis 27 th Steve L. Jo ~i"ay-nii~~~~'ablrai: LAUFA HAMMOUD My Commis; ion e nrer ~;11ZY {~UQI STATE QF (%OLOR,4D0 tdy Cumir.!sq!c:l Expires 0211812002 ,i;lyiif September , 1999,hy ~;ss my hu c d fcial seal. Notury Public IVARRAN'PYD6F.DOto Jtpin1'1'.nmlISllwoJrvneHl FileM 1)049584A99 Security Title Guaranty Co. 8500 West Bowles, #202 Littleton, CO 80123 PHONE: (303) 978-1750 FAX: (303) 978-1837 PURCHASERS SETTLEMENT STATEMENT PREPARED FOR: REMAX PROFESSIONALS CASE NO D049584A99 PAOPEATY ADDRES3: 4301 NORTH PARFET STREET WHEAT RIDGE, CO 80033-2729 SELLER: STEVE L. JOHNSON PUACHASER: SEAN D. BARNES AND CAROLYN R. BARNES SETTLEMENT DATE: SEPTEMBER 27, 1999 DATE OF PRORATION: SEPTEMBER 27 1999 LEGAL DESCRIPTION: , COUNTY OF JEFFERSON STATE OF COLORADO DESCRZ PTION DEBIT CREDIT 1. SELLING PRICE $ 155,000 .00 $ 2. DEPOSIT OR EARNEST MONEY 2 000.00 3. PRINCIPAL AMOUNT OF NEW LOAN(S) , 158,100.00 4. SI-MORTGAGE POLICY-CONV 100 .00 5. TAX CERTIFICATE TO SECURITY TITLE 20 .00 6. FORM 100-RESTRICTIONS TO SECURITY TITLE 35 .00 7. FORM 140.1-EPA RESIDENTIAL TO SECURITY TITLE 35 .00 8. FLOOD CERTIFICATE TO FDSI 24 .50 9. DEED RECORDING FEES 10 .00 10. DEED OF TRUST RECORDING FEES 35 .00 11. DEED DOCUMENTARY FEE 15 .50 ' 12. TAXES FOR CURRENT YEAR 269 DAYS AT $ 2.9569 795.41 13. COUNTY TAX RESERVE 9 MOS. @$72.89 656 .01 14. HAZARD INS. RESERVE 2 MOS. 6 $35.42 70 .84 15. ORIGINATION FEE TO AMERICAN WESTERN MORTGAGE 1,581 .00 16. ADJUSTED INTEREST AMOUNT TO AMERICAN WESTERN MORTGAGE 9/27/99 - 10/ 1/99 @$34.65 ( 4 DAYS) 138 .61 17. SURVEY TO BO[7NDARIES 95 .00 18. INSPECTION FEE TO PROFESSIONAL REAL ESTATE APPRAISERS 50 .00 19. APPLICATION DEPOSIT 385 00 20. APPRAISAL FEE TO GRADY METTHEWS 350 .00 . 21. CAEDIT REPORT TO FACTUAL DATA 81 .00 22. MORTGAGE INS. APPL. FEE TO 3,100 .00 23. RAZARD INSORANCE PREMIUM TO AMERICAN FAMILY INSURANCE 425 .00 24. AGGREGATE ADJ 0 MOS. @$ (393 .73) Sub-TO tala $ 161,428 .73 $ 161,280.41 eelanc e due from Purchaser $ $ 168.32 TOTAI.S $ 161,428 .73 $ 161,628.73 APPAOVED AND ACCEPTED Sales or use taxes on personal property not included. SEC[1RITY TITLE GUARANTY CO. assumes no responsibility for the adjustment of special taxes or assessments unless they are shown on the Treasurer's Certificate of Taxes Due. The condition of title to the property is to be determined by reference to the title evidence provided by Seller or by personal investigation. The above statement of settlement is approved as of the settlement date shown above and Escrow Holder is hereby authorized to disburse as Trustee funds as indicated. Purchaser Sean D. Baines Broker/Agent Remax Professionals Purchaser Carolyryl R. Barnes Broker/Agent ~.'/INYYY,IC) o, , LU1L Remax West ~ n Closing Agent ecurity Title Guaranty Co. Pilc p D049594A99 4301 North Parfet Street CONTINUATION OF LEGAL DESCRIPTION TO DEED DATED September 27, 1999 Page 368. Above described tract being Tract 6 as per survey recorded in Book 893 at Page 187. County of Jefferson, State of Colorado ~ S PileN U049589A99 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9598 BUILDING INSPECTION LINE - 303-234-5933 Date : 10/7/99 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 4301 PARFET ST Contractor License No. : 18165 Phone : 423-3291 Company : Tek Electric, inc. Phone : 423 3291 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Service change Construction Value : $1,000.00 Permit Fee : $38.75 Plan Review Fee : $0.00 Use Tax : $15.00 Total: $53.75 Use BUILDING DEPARTMENT USE ONLY m. SIC : Sq. Ft. : Approval: Zoning : omegmunww Approval : ~ Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with ihe provisions set forih in yopur application antl is sub~ect to the laws of the State oF Coloredo antl to the Zoning RequlaQOns and Builtling Cotle o! VJheat Ridye, Cobrado or any other applicable ordinances of t~e City. (2) This permit shall expire if (A) the work authonzed is not commenced withm sizty (60) days trom issue date or (B) the building authonzed is suspentled or abantloned for a period of 120 days. (3) If this pertnit expires, a new pertnit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in t e original plans and specifcations and any suspension or a0andonment has not exceeded one (t) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be tlone that will change the naNral flow of water causing a tlrainage problem. (5) Contrector shall notiry the Building Inspector twenry-tour (24) hours in advance for all inspections and shall receive wnflen approval on inspection card before proceetliing with successive phases of the job. (8) The issuance of a permit or the approval of drewings antl specifcations shall not be construed to be a permit for, nor an approval of, any viola4on of the provisions of Ihe builtlillp codes or Wy other ordinance, law, rule or regula6on. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N Property Owner : S t-(v4<JiU 4C~+~CL~//J $r9f~N ~ Property Address : Phone Contractor License No. 5~jCS Company Phone : OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit applieation are aceurete, and do not violate applicable ordinances, rules or regulations of the Ciry 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 co itions printetl on this application, and that I assume full responsibility for compliancfir h the Wheat Ridge Building Code (U.B.C.) and all other applieable i e ordinan , for work under this pertnd. (OWNER)(CONTRACTOR) SIGN D - DATE i'-7 ~ Description - r wCG Cyllllve~6- Construction Value : •t~Gc~ Permit Fee : Use Tax : Total : Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : ~ Approval: Zoning : Approval: Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : j~((~ 5 Plumbing License No : Company Company : Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approval : Approval : (1) This permit was issued in accordance with the provisions set roM in yopur aDPlication and is subject to the laws of the State of Coloratlo an0 ro Me Zoning Regulations antl BuilEing Code of VMeat RiEgq Colo200 or any oNer appliwDle oMinances of the Ciry. (2) This permit sAall expire if (A) the vrork authonzed is not commenceC within sixty (80) tlays from issue tlate or (B) the Duilding auMOnzeA is suspended or abantloned for a penotl of 120 days. (3) If thi5 pertnit expiros, a new pertnit may be ecQuireC for a fee o( one-half the amount nOrtnally required, Orovitled no changes have Oeen or will be metle in the onginal plans and specifirations and any suspension or abantlanment has not exceeded one (1) year. If changes are matle or il suspension or abanEOnment exceeds one (1) year, full fees shall be paitl br a new parmit. (a) No work ot any manner shall be tlone ihat will change the nalu2l flow of water causing a 02ina9e Oroblem. (5) ConVactor shall natiy the Builtling Inspector Nrenty-tour (24) hours in advance tor all inspactions antl shall receive wntten appivval on inspacfion carE beforc prxeediing wiN succe55ive Ohases ot tIte7'ob. (e) The issuance of a permit or the approval ol C2wings antl specifiplions shall not be consWetl to be a pertnit for, nor an approval af, any violatwn o! the provisions oHhe building cotles or any oNer ortlinance, law, rule or regulation. Chief Building Inspector ~;-EPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 9070 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 6/16/99 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address: Contractor License No. : Company : 4301 PARFET ST 20017 ALL-WAYS ROOFING Phone: 432-1323 Phone: 467-7770 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity 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 accurete; that I have read and agree to abide by all conditions printed on this application, and that I assume full respog*ility tor compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicaple"WhEat Ridgn nMinances, for work under this permit. ! ( ~t..... Construction Value Permit Fee Plan Review Fee Use Tax Total $1, 896.00 $6925 $0.00 $28.44 $97.69 Use: Description : OVERLAY HOUSE WITH GS-2000 30 YT 3-TAB T/O 1 OF 1 ON GARAGE INSTALL 90 LB BUILDING DEPARTMENT USE ONLY ~ SIC : Sq. Ft. : Approval Zoning : ~ ~y~.~_Y _ Approval: BG . . . . Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was issuetl in accordance with ihe provisions set forth in yopur application and is subject to the laws of the State of Cobrado and to the Zoning Regula[ions and Building Cotle of Wheat Ridge, Coloretlo or any other applicable ordinances otthe Ciry. (2) This permit shall expire if (A) the work aulhorizetl is not commenced within sixty (60) days from issue tlate or (B) the builtling authorized is suspendetl or abandoned for a penod of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normalty 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 (7) year. If changes are made or if suspension or abandonment exceeds one (7) year, Full fees shall be paitl for a new permit. (4) No work of any manner shall be done that will change [he natural ilow of waler wusing a drainage problem. (5) Contrector shall notiry the Building Inspector hventy-four (24) hours in advance for all inspections and shall receive written approval on inspeclion card before proceediing with successive phases oFthe job. (6) The issuance of a pertnit or the approval of drawings and specifwtions shall not be construed fo be a permit Por, nor an approval oF, any violation of the provisions of the building codespr any ojper ordinance, law, rule or regulation. ief r)EPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-285~ CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : 3-)z Date : I+" Cc Property Owner : ~,cx.~~vJSO~ Property Address : N. Q(~~ !*;k Contractor License No. : azn _ Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND I hereby certify that the setbarJC distances proposed by Nis permit appliwtion are acwrate, and do not vioWte applicable ordinances, rules or regulatlons of the City ot VJheat Ridge or covenants, easements or resVidions of record; ihat all measurameNS shown, and ailegations made are aceurate; that I have read and a9ree lo aDide bY all conditions prinled on this appliwtion, and that I assume full responsibil'Ry for wmplianea with the VJheat Ridge Building Code (U.B.C.) and all other appli~eat Ridgq.qrdinanees, tor work under this permit Phone : t4 3 211.- 1312, Phone : lVO _ 1 1U ConsWction Value : ~ %q(Q 44 Permit Fee : Use Tax : Total: $0.00. Use : - -tk \'k Description: y 3-TP~ ~ 4L-\0 l,6 . I BUILDING DEPARTMENT USE ONLY SIC : Sq. FL : Approval: Zoning : ~01 fd f Ifm~~ Approval: BQtslC~a~Mll Approval: Occupancy : Wails : Roof : Stories : Residen6al Units : Electrical License No : - Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) This permit was bsued N axpdaxe with tla provlsions sM kM In yoqu apqkatlon and 4 suea a ma L~ u u;s smta a caasao ana w me zoNrq ReguWtlofu anC BuiWins Cade ol WHat RWpa, CobnCO a a~ry oNar appicaOla oN4unces o( Lhe Ciry. (2) TTia permit sna0 expira d(A) ths work a W~oAxeA l+ nol eortvneneeE wiNin wdy (60) Cays hom luua Eale a(B) tha WlWlnp aWioAzM is suspenEed a a0a`WonM fu a peAoC o1 120 daya. It Ihts pemN eapirea. a new pemut may he atqulred fa a(ee o1 one-Aalf tM amount nonroly, requirM. provWed no Wnqes have been a wiN Oe made in Ne onqinal plans and 7pecRicatlw~s and ~ny su3p!nsion w abandonmenl has nol ex~eeOeC one (t) yeu. If chaipea are rtu0e or d wspensbn u a0andaurenl eareeds one (i) year, NII feea Mall Ea peM fof a neW peimil (4) No vrork ol any rtarner ~ha4 be done thal will Nanqe Ihe naWnl Ilow ol waler uusup a dninage probkm. (5) conuaau snauno~ry me euiiainq inspectar twanry-low (2<) houn In 7dvance la ali Inspectlons anA shall receiva written epp~or+l an WpecUOn wrd belore - pracediinq wiVM successNe Wwses of Na bb '(8) 71ie isawnca d a pefmit a the apqovd oldnw~nqs end spedlkations shatl ral be conswaC W De a pemiil fa, nor an epproval oL afry vbiatlon ol the provisbna . 01 N! bU11CitIQ COdE3 Of l11Y OUIlf polfliflCO, NIO IX flQllld00t1. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION