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i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ' '^*-4�WW -"_ Job Address: f _'- �' Permit Number: ' I _ ❑ No one available for inspection: TimezAM/PM Re -Inspection required: Yes `IkQ_ _11 When corrections are complete, scule re -inspection online. Dat / V;f Ins A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:,, Job Address: Permit Number: ❑ No one available for inspection: Time/ 7 M Re -Inspection required: Yes ) No When corrections have been made, schedule for re -inspection online at: http;//www.ci.wheatridge.co.uslinspec#ior�f""" Date "_. Inspe4 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: FWD !moi yrl ?F,1 90tC Job Address: 4//27C70 ±"_ 'S , Permit Number: Z,4V ? 0 C / Z- -9 ',�7( A4rl, LJ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date:— Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT, RIQGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:`_ Ltd# t t ❑ No one available for inspection: Time Re -Inspection required:-` No When corrections have been made,*Requie for http;I www.ci.wheatridge.co.uslinspectft DO I ` Inspector: t"' I_1 JillUJl �i i , CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: i R --S %-j C Job Address: 1 (r11 1 zS �s f _ Permit Number: Z--0 ? Q 0 / -S ,t r -�- t' 's ❑ No one available for inspection. Time 7'e/.r AM/PM Re -Inspection required: Yes V ) When corrections have been made, schedule for re -inspection online at. http✓/www.ci.wheatridge.co.us inspection Date: ll' -7-0020 Inspector: DO NOT REMOVE THIS NOTICE A0 1 0 i CITY OF WHEAT RIDGE ; 3 1 - Build.44 Inspection Divisio (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1) w Job Address: {_ ? af2 Permit Number: 2. D7 ❑ No one available for inspection: Time �' f=-�' PM Re -Inspection required: Yes 90 When corrections have been made, schedule for re -inspection online at. h ttp ✓/www. ci. wheatridge. co. ushns pection Date: Inspector DO NOT REMOVE THIS NOTICE 1L Y CITY OF WHEAT RIDGE / Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: U No one available for inspection: Time Re -Inspection required: Yes ' o When corrections have been made, schedule for re -inspection online at: http://www.ci.wheatridge.co.uslinspection �r Date: /0 '71`0a Inspector: Jy— DO NOT REMOVE THIS NOTICE Y � Water Meyer 4MG BtuMr e 12 CSST 50 Fw rLapdOven BBpao eo✓nr e 3/4 CSST 300 Feel 31 PS 34 PS 314 PS 12 PS 5.0 Feet 10.0 Fae1 1.O feet iS,O fw G. 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Existing kitchen to be reconfigured as laundry - 570 sq ft total **REVISION: Cut new 10 ft x 7 ft opening into back of existing garage wall; Construct 17 ft x 22 ft covered parking structure; Added valuation: $6,000.00 **REVISION: 200 amp over head service change, replace existing furnace with new 70,000 BTU furnace in crawl space and add new A/C to furnace in crawlspace. 2.5 ton, 13 SEER to be placed in the back of house. *** CONTACTS *** FEES Total Valuation OWNER (720)339-0584 HAYNES GERRITT & HOLLY PARROT 760.99 Use Tax GC (720)201-4699 DAVID L. JONES 130155 JONES CARPENTRY INC. SUB (303)679-2951 STEVE ERLANDER 070228 MAXIMUM ELECTRIC LLC SUB (303)369-9737 DAVE STROMAN 060102 STROMAN PLUMBING & HEATING SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 760.99 Use Tax 2,362.50 Permit Fee 1,215.90 Engin. Review Fee 150.00 ** TOTAL ** 4,489.39 *** COMMENTS *** PROJECT VALUATION: 112,500.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. A , City of Wheat Ridge Residential Addition PERMIT - 202001258 PERMIT NO: 202001258 ISSUED: 08/17/2020 JOB ADDRESS: 4120 Otis St EXPIRES: 08/17/2021 JOB DESCRIPTION: Rear addition and covered porch area to be used as kitchen living area. Existing kitchen to be reconfigured as laundry - 570 sq ft total **REVISION: Cut new 10 ft x 7 ft opening into back of existing garage wall; Construct 17 ft x 22 ft covered parking structure; Added valuation: $6,000.00 **REVISION: 200 amp over head service change, replace existing furnace with new 70,000 BTU furnace in crawl space and add new A/C to furnace in crawlspace. 2.5 ton, 13 SEER to be placed in the back of house. I, by my signature, do hereby attest that the work to be performed shal'C0 m ply comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 originalpenmt fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. Thyss nce or granf of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any are ora 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. Dina Kemp From: no-reply@ci.wheatridge.co.us Sent: Tuesday, October 6, 2020 4:26 PM To: CommDev Permits Subject: Online Form Submittal: Revision to Permit Application Categories: Dina Revision to Permit Application Permit Number assigned 202001258 to project PROPERTY INFORMATION Permit Number 202001258 Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address 4120 Otis st Gerritt Haynes 720-339-0584 getoutnride@comcast.net CONTRACTOR INFORMATION Contact Name David Jones Contact Phone Number (enter WITH dashes, eg 303-123-4567) Contact Email Address Retype Contact Email Address DESCRIPTION OF WORK Detailed Revised Scope of Work - Provide a detailed description of work including mechanical, electrical, 720-201-4699 carpenterjones03O3@gmail.com carpenterjones03O3@gmail.com 200 amp over head service change, replace existing furnice with new 70,000 BTU furnice in crawl space and add new A/C to furnice in crawlspace. 2.5 ton, 13 SEER to be placed in the back of house. plumbing work occurring, adding/removing walls, etc Engineer Letter (if applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 1 I "x 17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** Field not completed. Field not completed. No plans needed Field not completed. 6500 Electronic Payment Formf2472991.pdf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this application Yes Yes Yes 2 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. Person Submitting David Jones Revision Email not displaying correctly? View it in your browser. � ► � i City of Wheat Ridge Residential Addition PERMIT - 202001258 PERMIT NO: 202001258 ISSUED: 08/17/2020 JOB ADDRESS: 4120 Otis St EXPIRES: 08/17/2021 JOB DESCRIPTION: Rear addition and covered porch area to be used as kitchen living area. Existing kitchen to be reconfigured as laundry - 570 sq ft total **REVISION: Cut new 10 ft x 7 ft opening into back of existing garage wall; Construct 17 ft x 22 ft covered parking structure; Added valuation: $6,000.00 *** CONTACTS *** OWNER (720)339-0584 HAYNE S GERR I TT & HOLLY PARROT GC (720)201-4699 DAVID L. JONES 130155 JONES CARPENTRY INC. SUB (303)679-2951 STEVE ERLANDER 070228 MAXIMUM ELECTRIC LLC SUB (303)369-9737 DAVE STROMAN 060102 STROMAN PLUMBING & HEATING SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 106,000.00 FEES Total Valuation 0.00 Plan Review Fee 760.99 Use Tax 21226.00 Permit Fee 11170.75 Engin. Review Fee 150.00 ** TOTAL ** 41307.74 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* ► � i City of Wheat Ridge '/� Residential Addition PERMIT - 202001258 PERMIT NO: 202001258 ISSUED: 08/17/2020 JOB ADDRESS: 4120 Otis St EXPIRES: 08/17/2021 JOB DESCRIPTION: Rear addition and covered porch area to be used as kitchen living area. Existing kitchen to be reconfigured as laundry - 570 sq ft total **REVISION: Cut new 10 ft x 7 ft opening into back of existing garage wall; Construct 17 ft x 22 ft covered parking structure; Added valuation: $6,000.00 I, by my situildin nature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable gcodes, 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�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Revision to Permit Application Date: Tuesday, September 29, 2020 6:19:48 AM Revision to Permit Application Permit Number 202001258 assigned to project PROPERTY INFORMATION Permit Number 202001258 Property Address 4120 Otis St. Wheat Ridge Property Owner Name Gerritt Haynes and Hoppy Parrott Property Owner Phone 720-339-0584 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email getoutnride@comcast.net Address CONTRACTOR INFORMATION Contact Name DAvid Jones Contact Phone Number 720-201-4699 (enter WITH dashes, eg 303-123-4567) Contact Email Address carpenterjones03O3@gmail.com Retype Contact Email carpenterjones03O3@gmail.com Address DESCRIPTION OF WORK Detailed Revised Cut new 10x 7 overhead door into the back of existing garage Scope of Work - wall. Construct 17 x 22 covered parking structure Provide a detailed description of work including mechanical, electrical, plumbing work occurring, adding/removing walls, etc Engineer Letter (if Field not completed. applicable) Additional Documents on Letter Size Are plans or documents locked for editing? Construction Plans scanned on 11'x17" or larger Additional Project Value Only add what the revised scope of work is valued at. Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Field not completed. No $6,000 $6,000 valuation is OK Electronic Payment Form r2472991.odf SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. I certify that I have been authorized by the legal owner of the property to submit this Yes Yes Yes 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. Person Submitting David Jones Revision Email not displaying correctly? View it in your browser. EYISTIN6 ZZx2lo MP,50NR`/ CA-FAGt*F j NEW 7xibt 14VK F4EAb p6or ctAY INTO FXt�TIW61 MPA17 R1/ A,Ca.S WA LL. 10, ®OSS OP NIN(t i A7, n Im NbTr-H t55T To AGCF.pT 'S E A tA %/ Z At T N R,1A So M �"4Rt�4NA�, tirtaa�j '�RA�.IuC� A+ -r $6TH 56VIA * F-A'5T WAll Ai I ii -5- z)la CEPA, T z 5-?Pl N 6N LY l 1Pi 1 t� b 2 2Y.1n' CF -VAR 13rAK TYT: � --- 1 j `c t •de. ....r e. -....+w e_..... ..r p .ter .��.w .—�.e .—�.y B 0 S� A U,- ry,` - it 121 t CdNCRETE fift R5 ° • .1 . tAN P 6 R EAcA -'05'r Vow 3' FROM F-116,TfNch 'd ♦ P' s �Y • a Provide truss manufacturer's profile drawings at time of frame inspection. Uplift connections and bearing shall comply with drawings. Li" CoNclUT E SCAB w� N0"T' TO 5CA1..� `fit 15i a! (� tAA6 6NFX Reviewed for Zoning Compliance by the City of Wheat Ridge Planning Division APPROVED BY: DATE: 9/30/20 COMMENTS: Addition to garage complies with R-2 standards (under 1,000 sf in size) ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections �1 t� City of '� W heat Ridge COMMUNr7Y DEVELOPMENT APPROVED Reviewed for Code Comoliance Randy Slusser 9/30/2020 Plans Examiner Date Vatidlty of oesmtt: The issuance c/o penntfor Wp--f of plans specifteoVM and cvsnputabons shop not be a pow*1k or an opprovof of any aolobon to any of the provisions of the butding code or of o{W My avdMaroces. Permits presuming to give outhority to vidloAt or Canal the provisions of the GUMOV coda or other ongnoom o/ the City sW not be vatld 7/12/19 MOM 1. Fill in the blanks with dimensions and materials which -- --- - will be used to build the structure. Please print legibly. 2. Indicate in the check boxes which details from page 4 will be used. Please note if any of the sides of your carport addition are closer than T-0" to the property line, that side of the carport must be enclosed with a solid 1 hour fire rated wall as shown in Alternate Details B and C. You must however, keep at least two sides of the carport open to conform to the building code requirements. Zoning approval is required. $. Roofing to be installed per manufacturer's instructions, including low slope application and required inspections made. Roof covering 30yr 3�&p S4t'►ngl (axab": Cless A 9 tab shingl Size and Amount of Lags (example: Two 1P2•x4 1/2'l7gs Existing building ••t See stamped structural drawing for construction of covered parkin 12 pitch �n ki1Detali B •'• U Alternate B (see page 4) Maximum rise 7 3/4" to top of door threshold 7fromSIab Isola Slope Concrete Slab Minimum Diameter Pier 8" (size determined by load) t This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. r 2z uWrayters spaced 0" O.C. (example: 2 x 8 rapers spaced 24" O.C.) Note: Walls, posts, and overhangs closer than 5' to the Overhang property line to be 1 hr. rated No closer than 2 feet - - to property line �- - Beam splices to occur over posts with 1 1/2" bearing (_± 2. "x 10 "beam (example: (2) 2x 10') Span (example: 1Z (r) 6!_8n minimum s bebw tustd=ph VatiWili, Siding NIA (kxACemete 8 only) b "X tri IT (example: 47W) spaced -_ apart Footing Nit "x " (forAftemale C only) City Ol COMW heat �c�e Ml1N(lY DE.VGLUPMFN i W1 Wheat Ridge Building Division Existing roof rafters or trusses Galvanized metal joist or rafter hangers s Extend underlayment from new roof a minimum of 18" onto existing roof �- Remove existing fascia Cont. 2x ledger - Secure ledger to wall with lag screws @ 16" O.C. Locate lag screws to penetrate top plate or studs Note: Remove brick veneer at top of wall Existing wall before installing continuous 2x ledger Solid 2x blocking on 2x12 or greater Roof tie downs required Galvanized metal post/beam connector 7112119 Extend underlayment from new roof a minimum of 18" onto existing roof - Solid 2x blocking on 2x12 or greater --- Roof tie downs required Existing wall Existing Roof (remove existing shingles Cont. 2x6 secured to existing roof with fasteners at each rafter or truss Solid 2x fire blocking on 2x12 or greater Roof tie downs required - _ - _-- 2x facia 5/8" type "X" exterior _ gypsum sheathing from Slab Galvanized metal post/beam connector No closer than 2 J feet to property line Exterior siding i -. One hour fire rated on the Infill between posts underside w/ 2x4's @ 16" O.C. Less than 5' to property line Treated or decay resistive post Minimum 3 1/2" Galvanized concrete slab column base w/ 1" spacer to concrete Isolate from Slab 8" minimum diameter concrete caisson Anchor bolt 7" minimum penetration bebv frost depth Verify with your urisdiction j- 8„ `i This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It Is not Intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Bottom plate shall be treated wood Minimum 3 1/2" „) concrete slab 2 �� Infill between posts w/ 2x4's @ 16" 0. C. Galvanized column base w/ 1" spacer to concrete Wheat Ridge Building Division Isolate ---' from Slab Anchor bolt 7" minimum Check local penetration building bbaan, fiat dep department for Verffywitfl swelling soils. r uriscfctfon caissons may : ' . be required. :::;:A`;'' Footing Wheat Ridge Building Division IV, � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �® Job Address: �Zl Z 0 7 4 - Permit Permit Number: 2_07-0 p ❑ No one available for inspection: Time G` 7 %PM Re -Inspection required: Yes Noy' When corrections have been made, sc�iie�dule for re -inspection online at: http✓/www, ci, wheatridge, co. uslinspection Date: / r 7e Inspector: -S DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: C Permit Number: C6 ( r ❑ No one available for` inspection: Tim 9— Re-Inspection Re -Inspection required: Yes No M When corrections have been made, schedule for re -inspection online at: http Da 1* � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 6-11 Job Address: �jlZ+!5,v 621,.;j Si` Permit Number: 242 ?.2 !V 4 S 25 ❑ No one available for inspection: Time `7 !- AM/ M Re -inspection required: Yes (� When corrections have been made, schedule for re -inspection online at. httpYlwww.ci.wheatridge.co.us inspection Date: i' �' ZO Inspector: _. a DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE : 2 Building Inspection Division r (303) 235-2855 Office INSPECTION NOTICE Inspection Type: F 1,!g Job Address: L/ Z O -� Permit Number: ->__f, ae ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes&0 When corrections have been made, schedule for re -inspection online at. httpAwww. ci. wheatridge. co. uslinspection Date:- Inspector: DO NOT REMOVE THIS NOTICE iCITY OF WHEAT RIDGE n e Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 7— F W/ Job Address: Permit Number: ZO ❑ No one available for inspection: Timet -v� PM Re -Inspection required: Yes`No When corrections have been made, schedule for re -inspection online at: httpY www.ci,wheatridge,co,usrnspection Date: Z120?'V Inspector: DO NOT REMOVE THIS NOTICE y/ZO ZoZ© City of W heat j _gc Commtwt iy DWELOPMEN r 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 must be submitted for review and approval prior to the FIRST FRAMING INSPECTION and before proceeding with any further construction. DATE: - Z -A- - ZoZ o PERMIT# 2 a Z G Z' C� ADDRESS: LOT 3S , BLOCK �,M S SUBDIVISION I hereby certify that the elevation and location of the structural foundation for the above property described above has been measured by me or directly under my supervision. The foundation setbacks and elevations for all building corners as stated herein have been found by me to be in compliance with all municipal setback and elevation requirements, and all civil engineering and Building Permit construction plans as approved by the City of Wheat Ridge. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: (A --Z- REAR: gA-, os SIDE: t� ` SIDE: 5 - 46.0 The MINIMUM ELEVATION has been determined to be: (NAVD88). The above measurements have been determined on the following location: Check only one): /\)V Top of foundation prior to placement of concrete _ U Tod of proposed foundation subsequent to placement of concrete The setback elevation mea �(lrement locations are identified on the attached exhibit. Signed. ( � Print—�ober� L. • C r��� Date'Z-� ZoZ c� Professional Surveyor AORFFICE USE ONLY F o,rs.Approv hy: % a Inspector Date cP 140rvcynr's Seal) ^, a www.ci.whcatridgc.cn.us •'•� ' T .....,,,. Rev 02112 4 '. CITY OF WHEAT RIDGE , r' Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:' L Job Address: s Permit Number: 0 1 ❑ No one available for inspection: Time %3 PM Re -Inspection required: Yes When corrections have been made, schedule for re -inspection online at: h ttp ✓/www. ci, wheatridge. co. usrnspection Date: 2V2Mspector: ` DO NOT REMOVE THIS NOTICE REVISION ♦ Ciry of 2 ?W heatRJdge APPROVED Reviewed for Code Compliance Randy Slusser 8/24/2020 Plans Examiner Date vmb,al �rrrn„nr;.rw,.raca�rm aw�fNa�rr+wx9�b�r nMmrrpwahms NW sot tars onmr/a; aon opywMa(, oM wronon b anY o/✓r�Mo•'fslwrs u, Me LmMN9 mtle er a/aq'CMyarOfv�rer. hmMlf yevumrg b gM aurb.'M b ✓abRormrrtel Urt Yb+�fdp aJMY NtlNlg .dnmobrrathenerWW fXYNwX roteewxa Engineered scissor busses 7/16 OSB Ice&Water shield ateaes Dimensional asphal life fime shingles 2x6 over flaming 16” oc J2 5 Caps � (3) 2:6 header (2 2:6 ) pis below Lag sill extenton to triples 16 OC w/ L' x3" lags 4,6 post lagged to solid flaming w/ 3/4"x8" lags 2x6 wall w/7/16"OSB R19 batt lnsuabon cement board siding 2x6 plate 2x4 PT plate we 10" foundation boll 32 OC 6" min grade 34 rebar veVcel32"OC (2) #4 rebar horizontal top & bottom Terminate 1 for ontal atthe log fon 8x16" foobng 36" below grade w/ 8" sem wall extend 6" above grade 36" crawl space Ai Section A not to scale Thermal Envelope JU not to scale (3) 117/8" Versalam t number 202001258 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are SuWectto Field Inspections Simpson Strong Te CC Series 11 x 51/2 x 6 1/2• 7 ga Gray Painted Steel Column Cap Let Into pout as needed Install with 1/2" cause bole 3/4 CSB deck -9 28"& 1/2Precert concrete cep � 117/8"I Joist 2x4 pt plate wD, founratlon bolt 32 OC — Match?salve demoed brick Simpson ABU88Z 8x8 Adjustable Post Bare (2) #4 rear veocal 30' spread foo0ng 36 below grade Section B not to scale Parrot/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 Section Drawings S6 i CITY OF WHEAT RIDGE 10"067 Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Fes© Job Address: f / 2! el? Permit Number: ;7'0 Z0 (V S LJ No one available for inspection: Time -a (9/PM Re -Inspection required: Yes,_ o When corrections have been made, schedule for re -inspection online at: http:Uwww. ci. wheatridge.co. us<nspection Date: 1171aVe-.> . Inspector: - DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Addition PERMIT - 202001258 PERMIT NO: 202001258 ISSUED: 08/17/2020 JOB ADDRESS: 4120 Otis St EXPIRES: 08/17/2021 JOB DESCRIPTION: Rear addition and covered porch area to be used as kitchen living area. Existing kitchen to be reconfigured as laundry - 570 sq ft total *** CONTACTS *** OWNER (720)339-0584 HAYNES GERRITT & HOLLY PARROT GC (720)201-4699 DAVID L. JONES 130155 JONES CARPENTRY INC. SUB (303)679-2951 STEVE ERLANDER 070228 MAXIMUM ELECTRIC LLC SUB (303)369-9737 DAVE STROMAN 060102 STROMAN PLUMBING & HEATING SUB (303)798-0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 Plan Review Fee 735.83 Use Tax 2,100.00 Permit Fee 1,132.05 Engin. Review Fee 150.00 ** TOTAL ** 4,117.88 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first 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. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work tobeperrmeisdiscl osed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 or gr ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl able code or of ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Residential Addition PERMIT - 202001258 PERMIT NO: 202001258 ISSUED: 08/17/2020 JOB ADDRESS: 4120 Otis St EXPIRES: 08/17/2021 JOB DESCRIPTION: Rear addition and covered porch area to be used as kitchen living area. Existing kitchen to be reconfigured as laundry - 570 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work tobeperrmeisdiscl osed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in 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 maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a 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 or gr ting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any appl able code or of ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Tuesday, July 7, 2020 12:41:26 PM Addition to Existing Building THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this Residential or Commercial? Upload Proof of Submission to Sanitation Department Upload Proof of Submission to Water Department Upload Proof of Submission to Fire Department Residential - upload Proof of Submission to Sanitation District and Sanitation District WRSD- 4120 Otis St - Availability Letter. odf Field not completed. PROPERTY INFORMATION Property Address 4120 Otis Street Property Owner Name Holly Parrott/Gerritt Haynes Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 7203390584 bigfishllc@live.com APPLICANT INFORMATION Applicant Name kevin Marlin What is your role in the Architect project? living area. Existing kitchen to be reconfigured as laundry Contact Phone Number 720-339-0584 (enter WITH dashes, eg 303-123-4567) Contact Email Address bigfishllc@live.com for Plan Review Comments Back yard/ existing kitchen Retype Contact Email bigfishllc@live.com Address 01:K161CII91M0N]MYL6]M21 Detailed Scope of Rear addition and covered porch area to be used as kitchen Work - Provide use of living area. Existing kitchen to be reconfigured as laundry addition (i.e. master bedroom with master bathroom); Indicate mechanical, electrical, plumbing scopes Location of Work Back yard/ existing kitchen Square Footage of 570 Addition Upload Soils Report if SoilsRnt 41200tisSt 06-29-2020 pdf Addition is over 500 sq ft. Asbestos Report 4120 Otis St.. Asbestos reoort.odf Engineering Letters, Mechanical calculations pdf Energy Calcs and Other Letter Size Attachments Construction Plans 4120 Otis St stamped set.odf scanned on 11'x17" or larger Provide Passcode for Field not completed Plans if locked Project Value (contract 100000 value or cost of ALL $100,000 Valuation is OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for kevin Marlin Permit 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. Email not displaying correctly? View it in your browser. - City of Rp�dlge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Flectrical Subcontractor This form mint be completed &, sued by the F LECTRICAL SUBCONTRACTOR performing electrical work on site - Subcontractor's insurance: and Iicenste must be up to date prior to permit i ssuance. Project Addrev-cN S "31, r General Contractor: i. rt e,-, CIt eef', (L N BE r ) 'u 1t#QCTNC. 1\F0RMA'T'lQ.N C'omliany `dame: _` l' `' ,'d'nniac.# Phone #- V4'heat Ridgy. Contractor License #_ � } �`! (required field) State LicenSf #: " mm-ster Lficen c #: 5 f { 17 ee � i ee -, ��r— /Z7 1-t 4,,' er ft*�Ame of Authorized Agent Signature of Awthwhmd Agent Write --000- L.(_)M M U N I t Y "t V U.l_L)I'M LIN i SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: ! Com, General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name: �) / t Ll IM /�f/ )0 ` �(:ontact Phone #: Wheat Ridge Contractor License #: 06L ) (required field) State License #: PC, Y Master License #: /�! ; 1 %Y �C? Printed Name of Authorized Agent Signature of Authorized Agent D e City of Wh6at RC1 - CaMXAMvN i-ry DevFr..oP1tiENT SUBCONTRACTOR AUTHORIZATION FORM I Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: k l ZU ( f;., 6.4-, General Contractor: 34-rz L,,2,4 1 C7 FORM WILL NOT BE ACCEPTED `'WITH MISSING INFORMATION Company Name: ::^L, A C� ,., I:, i � ,<. Contact Phone #: 3 o. -l- Wheat Ridge Contractor License #: 1 q oo is `i (required field) T,, e, L P. -J, Printed Name of Authorized Agent 4 Signature of Authorized Agent c� Sl - f7-2-0 Date City cit' W hea.-t I ic3f:Yc CITY Of WHEAT RIDGE BUILDING AND INSPF"ON 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 Submit 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 requin agency will not be accepted or processed. Date: Project Address: +-- 0 t Name of Firm/Individual submitting documents: t i i � l F,- Vi Project Type/Description: --c el Ort Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - indicat¢d belo0v �Kd do, by my signature b( and approval of fhe project indicated above. Agency represented: (Please check one) Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Y , am a duly authorized representative of the owledge receipt of documents necessary for o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature:owl ,�► r/'iJi - J' - - —* 'q 'P e �— (�f , , i , Q-_7 U �pLO/,-- t,'0 43 t RESIDENTIAL 4120 Otis St Address: Lot Size: 12,975 sq. ft. Property in the flood plain? N Subdivision: James Related Cases: Rev. 09/2017 Permit- Plan Review Worksheet Zoning: R-2 Lot Width: 75 ft. If yes, notify PW Floodplain Administrator and add surveying condition FLD Any conflict? (Y/N) Type of project (applicable survey conditions in parenthesis): No Maximum Lot Coverage: 40 % sq. ft. Existing Improvements (footprints): House: 1,300 sq. ft. Shed: sq. ft. Detached garage: 530 sq ft. Other: sq. ft. Total Existing Lot Coverage 1,830 sq. ft Proposed Improvements (footprints): House/addition: adding 1,008 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing Lot Coverage 2,828 sq. ft Required Setbacks: FR 25 S 5 S 10 R 10 Provided Setbacks: FR 35 S 5 S N/A R 100 Yes, built in line For additions or new construction, is the structure within 2 feet of minimum setbacks? With existing If yes, add surveying condition FND. Maximum Height: 35 ft. Maximum Size: N/A sq. ft. Proposed Height: 1 storyft. Proposed Size: sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? No If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area 2,828_— existing floor area 1,830 ) / existing floor area _1,830 = 54.5 °% increase If any box above is checked... *No streetscape fees required, less than 60% increase For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) *Already paved ❑ For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall beat least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. *2 trees existing Frontage of lot - width of driveway /70— (round up for required trees) Street trees required: Street trees provided: ❑ 100% ofthe front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. *Landscaping removed or destroyed must be replaced Dwelling Unit ❑ Not approved as an independent dwelling unit. June 12, 2020 Gerritt Haynes 4120 Otis Street Wheatridge, Co. 80033 Dear Mr. Haynes: Asbestos -Certified 40 Building Inspector RRP Lead Certified I am pleased to submit this report, summarizing an Asbestos Containing Materials Inspection. The enclosed report, details the fieldwork and analytical results of samples collected. These services were provided to assist with the planning of asbestos abatement activities for the property. This asbestos inspection was conducted for the purpose of identifying the presence of Asbestos Containing Materials (ACM), in the areas of the residential property that are part of the scope of work, communicated to Jacque Dussex by Gerritt Haynes, as required by State and/or Federal agencies. This work was authorized by you on June 10, 2020. I sincerely appreciate the opportunity to provide this service for this project. If you have any questions regarding this report, please contact Jacque Dussex at (720) 503-6702. Sincerely, Jacque Dussex AHERA/State of Colorado -Accredited Asbestos Building Inspector #21632 Registration No.: ACF - #21635 City of No ACM Found Wheat Ridge Building Division Asbestos Containing Materials Sampling Inspection Report 4120 Otis Street Wheatridge, Colorado 80033 Prepared For: Gerritt Haynes 4120 Otis Street Wheatridge, Co 80033 Date Prepared: June 12, 2020 Prepared By: Jacque Dussex PO Box 694 Fort Lupton, Co 80621 City of Wheat Ridge Building Division Table of Contents 1.0 Introduction........................................................ 2.0 Field Activities..................................................... 2.1 Building Description & Visual Assessment 2.2 Physical Assessment & Sample Collection 3.0 Laboratory Analysis ............................................. 4.0 Regulatory Overview ........................................... 5.0 Findings................................................................. 5.1 Identified Asbestos Containing Materials 6.0 Conclusions & Recommendations ..................... 7.0 Limitations............................................................ 8.0 Photos................................................................... 9.0 Homogeneous Areas Tables ............................................ City of Wheat Ridge Building Division 1.0 INTRODUCTION It is my understanding that there are planned renovation activities at the above referenced address. Per the United States Environmental Protection Agency (EPA) procedures, published in Code of Schools and Colorado Regulation 8 (Regulation 8), suspect Asbestos Containing Building Materials (ACBM) must be properly sampled and analyzed prior to any renovation, restoration, or demolition activities. EPA regulation 40 CFR 61, National Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release of asbestos fibers to the atmosphere during renovation, restoration, or demolition activities. The asbestos NESHAP requires that potentially regulated Asbestos Containing Materials (ACM) be identified, classified, and quantified prior to planned disturbances or demolition activities. All friable ACM and non —friable ACM that can be rendered friable during demolition activities, must be removed by a licensed general abatement contractor prior to demolition. The purpose of this sampling was to evaluate for the presence of any ACM in the designated exterior east wall; back patio concrete slab; northeast kitchen flooring, east wall, west wall, and ceiling; northwest family room south wall; west living room east wall and north wall of this home. The inspection was conducted in accordance with Regulation 8. These inspection protocols specify requirements for the inspector (Section 763.8), laboratory (Section 763.87), and number of samples collected during an inspection (Section 763.86). 2.0 FIELD ACTIVITIES I conducted an asbestos inspection and sampling of the structure located at 4120 Otis Street, Wheatridge, Co. 80033. The inspection and sampling were conducted on June 10, 2020, by a Colorado State Certified Asbestos Building Inspector. The inspection and sampling were conducted in general conformance with the sampling protocols established by 40 CFR 763 and Regulation 8. 2.1 Building Description & Visual Assessment My inspection and sampling activities, began with visual observation of the designated exterior east wall; back patio concrete slab; northeast kitchen flooring, east wall, west wall, and ceiling; northwest family room south wall; west living room east wall and north wall of the home, to identify homogeneous areas of suspect ACM. Subtopics 2.2 and 9.0 contain the homogeneous areas developed for sampling at the subject property. A homogeneous area consists of materials which appear similar throughout in terms of appearance, color, texture, and date of application. 2.2 Physical Assessment & Sample Collection A physical assessment of the homogeneous areas of suspect ACM was conducted to assess the general condition of the materials and determine the friability of the materials. The EPA defines a friable material as one which, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. Non -friable materials cannot be crumbled, pulverized, or reduced to powder by hand pressure when dry. Friability was assessed by physically touching suspect materials. Based on the results of the visual observation, bulk samples of suspect ACM were collected in general conformance with AHERA protocols. Random bulk samples of suspect materials were collected from the homogeneous areas, using wet methods as applicable, to reduce the potential for fiber release. City of Wheat Ridge Building Division Two (2) suspect miscellaneous ACM samples of Red Brick/Mortar were collected from the homogeneous area (HA 41): Exterior East Wall. Two (2) suspect miscellaneous ACM samples of Exterior Window White Caulk were collected from the homogeneous area (HA 42): Exterior East Window. Two (2) suspect miscellaneous ACM samples of Concrete Slab were collected from the homogeneous area (HA 43): Back Patio. Two (2) suspect miscellaneous ACM samples of Beige/Brown 2'x1' Floor Tile were collected from the homogeneous area (HA 44): Northeast Kitchen. Five (5) suspect surfacing ACM samples of Orange Peel Texture were collected from the homogeneous area (HA 45): Northeast Kitchen east wall, ceiling, and west wall. Two (2) suspect miscellaneous ACM samples of White Drywall were collected from the homogeneous area (HA #B): Northeast Kitchen west wall. Three (3) suspect surfacing ACM samples of Swirl Texture were collected from the homogeneous area (HA 46): Northwest Family Room south wall. Three (3) suspect surfacing ACM samples of Skip Trowel Texture were collected from the homogeneous area (HA 47): West Living Room east wall and north wall. Seven (7) suspect surfacing ACM samples of Plaster were collected from the homogeneous area (HA #A): Northeast Kitchen east wall and ceiling; Northwest Family Room south wall; West Living Room east wall and north wall. Samples were placed in sealed containers and labeled with unique sample numbers using an indelible marker. 3.0 LABORATORY ANALYSIS The bulk samples were submitted under chain of custody procedures to EMSL of Denver, Co. for analysis by PLM with dispersion staining techniques per EPA methodology ( 40 CFR 763, Subpart F ). Microscopic visual estimation was used in obtaining the percentage of asbestos in bulk samples. EMSL is accredited under the National Voluntary Laboratory Accreditation Program (NVLAP). 4.0 REGULATORY OVERVIEW Title 40 Code of Federal Regulations (CFR) Part 61, regulates asbestos fiber emissions and asbestos waste disposal practices. It also requires the identification and classification of existing building materials, prior to demolition or renovation activity. Under NESHAP, asbestos containing building materials are classified as either friable, Category I non —friable, or Category II non —friable ACM. Friable materials are those that, when dry, may be crumbled, pulverized, or reduced to powder by hand pressure. Category I non — friable ACM includes packings, gaskets, resilient floor coverings, and asphalt roofing products. Category II non — friable ACM are any materials other than Category I materials that contain more than 1% asbestos. City of Wheat Ridge Building Division Friable ACM, Category I, and Category II non- friable ACM, which is in poor condition and has become friable or which will be subjected to drilling, sanding, grinding, cutting, or abrading and which could be crushed or pulverized during anticipated renovation, restoration, or demolition activities, are regulated ACM (RACM). RACM must be removed prior to renovation or demolition activities, regardless of the amount of asbestos materials present. If the amount of RACM exceeds 260 linear feet of pipe insulation or more than 160 square feet in other building components in a commercial building, or 50 linear feet of pipe insulation or 32 square feet in other building components in a private residence, the owner or operator must provide the EPA, the State of Colorado Department of Public Health and Environment—Air Pollution Control Division, with written notifications of planned removal activities, at least ten (10) working days prior to the commencement of asbestos abatement activities. Removal of RACM must be conducted by a trained and appropriately licensed asbestos abatement contractor. *The Occupational Safety and Health Administration (OSHA) Asbestos Standard for the construction industry (29 CFR 1926.1101), regulates workplace exposure to asbestos. Adherence to OSHA regulations, regarding occupational exposure during renovation, restoration, and demolition activities is also mandatory The OSHA standard requires that employee exposure to airborne asbestos fibers be maintained below 0.1 asbestos fibers per cubic centimeter of air (0.1 fee). The OSHA standard classifies construction and maintenance activities which could disturb ACM, and specifies work practices and precautions which employers must follow when engaging in each class of regulated work. 5.0 FINDINGS Suspect ACM includes nearly all building materials except glass, natural wood, metal, or rubber. RACM contains asbestos greater than 1 percent, (> 1% asbestos) as confirmed by an accredited laboratory. 5.1 IDENTIFIED ASBESTOS CONTAINING MATERIAL Based on the completed PLM results, asbestos was not detected in the sampled suspect materials. These materials are currently in good condition. The locations of these materials can be found in Subtopics 2.2 and 9.0. 6.0 CONCLUSIONS & RECOMMENDATIONS The suspect materials represented in this report are all Non -Detect for Asbestos. City of Wheat Ridge Building Division 7.0 LIMITATIONS This asbestos inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by a member of the profession, currently practicing under similar conditions in the same locale. The results, findings, conclusions, and/or recommendations expressed in this report, are based on conditions during my renovation specific inspection of the property. The information contained in this report, is relevant to the date on which this survey was performed, and should not be relied upon to represent conditions on a later date. This survey and inspection is considered a comprehensive inspection, specifically conducted for the renovation of the designated areas in this structure. Care was taken to sample the accessible materials that are discussed in this report. Sampling was accomplished using random/representative sampling protocols. This report has been prepared on behalf of, and exclusively for use by the client. Contractors or consultants reviewing this report, must draw their own conclusions, regarding further investigation or remediation deemed necessary. Jacque Dussex does not warrant the work of regulatory agencies or other third parties, supplying information which may have been used in the preparation of this report. Jacque Dussex assumes no liability for any loss, injury, claim, or damages arising directly or indirectly, from any use of or reliance on this inspection report, or the opinions expressed herein. Jacque Dussex makes no risk assessment, warranty, guarantee, or insurance policies of any kind, express or implied. This report was prepared pursuant to the contract Jacque Dussex has with the client, including an exchange of information about the property, that was unique and between Jacque Dussex and her client. No guarantees are made arising from any service rendered. Liabilities hereunder, shall not exceed the total fee paid by the client and Jacque Dussex. No warranty, express or implied is made. This report does not serve as a scope of work or bidding document. Should you have any questions or require additional information, please feel free to contact Jacque Dussex at (720) 503-6702. Sincerely, Jacque Dussex AHERA/ State of Colorado- Accredited Asbestos Building Inspector 421632 Registration No.: ACF - 421635 City of Wheat Ridge Building Division �,�7-sr+►..'a-z.: ....` �_ ate—= .. I Address of Home City of Wheat Ridge Building Division 9.0 Homogeneous Areas Table — Page 1 MA- Monwgenewu Area SIR -Surfacing Madenal G -Good gO-MwWNecf MM - MMcailaneoua D Mode ed c-cnrysaNe Tsl-lhsnel syflem lmuladm sg-slur�Mmntlygana¢W City of Wheat Ridge Building Division Mudding casividdill Rhedid a� r�.deaAdRivil m aExtercul @Bod ansuddissival External BAR G DOS, MR, MID m g Man MID z N VVhMVV,d,,, Caulk ExtorsorEMAndow FIRM G 36 g Man MID 3 05 Sal Becklinget, FAM G IMS, Man MID 3 OR cc,MMsM, Becklinget, FIRM G IMS, Man IND a oz �� M a Be m � l NIEKtogin FIRM G IIDSIF MR, IND OR ME Kildingin Evold SM G all S, IF No A m Disse, ME Kildhis, Evold SM G We ME IF No a Dealing, DoddTRAM, ME Kishoss Caling M G all S, IF IND A 10 DRAW N ercwm Cising SM G all S, IF MID 5 11 Dealing,Ftd TRAM, N Esoom Cising SM G all S, IF MID A 11 wm N SO G We ME IF MID 5 12 im=, nod BEEdide,ospoal W G WORD IF MID City of Wheat Ridge Building Division 9.0 Homogeneous Areas Table — Page 2 XA- Xonwgenewu Area SIR -Surfacing Rea l G -Gond XO-XwWNecl MM - Xficalleeous O-ganuged c-cnrysaNe Tsl-1Xam.Isinslemlmula0on sg-slur�Xl®ntly XanageE . e.e. auisa ff 12 M1,0r a INEKIMWWal lem G 0 g IF No 5 ti oag•aa9 INEKIMWWal Sm G 293 SF IF No B u loodo a NEKIchenVilsinge FRIA G 0 g IF No 6 10 wFX"gm" SIR G DUSF IF No MRDM, SleA 10 FXr;fmn Se G DUSF IF No 6 15 �ene/filoo" SIR G DUSF IF IND Sled ��n A 15 SIR G DUSF IF IND my reoo 6 16 A 16wFXri,gmn i3sigh, Sled SIR G DUSF IF NAD ] 17 sgpT MI wlmggmn Be G 161 IF NAD A 1] ugM wliusingRal SIR G Bill IF IND Eled sxyimaa ]NWIN SIR G Bill IF No A i19— id mNWIN Eesed A n Se G 161 IF No ERRI dryof Wheat Ridge Building Division Cryo[ Wheat Ridge aui ming Division ENSLOrder 222002001 EMSL Analytical, Inc. 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IM11 11 DIV 'f Wheat Ridge sol ml ng Divi:ion City of Wheat Ridge Building Division DATE 05/28/2020 FEE $250.00 JOB# 20-183 �a GLJENT GERRETT HAYNES ADDRESS 4120 OTI3 STREET LA N D S U R V E Y I N G NAME HAYNES 5460 WARD ROAD +SUITE 160 ARVADA, COLORADO 80002 (303) 420-4788 LEGAL, DESCRIPTION IMPROVEMENT LOCATION CERTIFICATE (PER CLIENT) LOT 35, NOTES: JAbJ>&3 SUBDIVISION, 1. Certificate is based on control as shown, an Improvement Survey COUNTY OF JEFFE1230N, Plat is recommended for precise location of improvements. STATE OF COLORADO 2. Location of fence lines, if shown, are approximate. N �-- --� Scale: 1 "=30' n to _ I I l.oT 3a � I � rn 5' Utility li'a.Tementc I { — — — (Per Plut) — — J I I�— — — — — — — — — — — — — — — — — — — — 173.0 _.� ------z-a. :— 35-1 �- — — — — — — — — — — — — — — — I v I � I I .. ° I i I 5' Utility I'asement � I ° � " j (Per flat) I W ?� I One Story a— -1 i 4 I 3----a-r- :—.-� .. Brick 7 I I I o--------'� I;I I c � jI C �0 11 lJ � � P � `30.7. Brick 4 I � -------- —.— ,:-----_ — Garage N �. 6. ° � � ——"—'--- 54. I— — — — — — — — — � — — — — — — — — — — — � I S' Utility L�sements l.(1'f 36 � I I I (Per Plat) LEGEND —�—� o- Fence Line �'' - -'- � T " C:oncrete L.. - �- - ._ -'J � Found #4 Rebar city of Wheat Ridge Building Division On the basis of my knowledgqe, information and belief, I hereby certify that this improvement location certificate was prepared for GERRETT -HPaYNEs ,that it is not a Land Survey Plat or Improvement Survey Plat, and that it is not to be relied upon for the Qstabii'; men o building, or other future improvement lines. I further certify that the improvemQnts on the �e described parcel on thl ate, except utility connections, are entirely within the boundaries of th arcel, exce as shown, that there are no encroac ents upon the described premises by improvements on any adjoi g premises, a ept as indicated, and that there is no appare t evidence or sign of any easement crossing or burdening any p of said parcel, cept as noted'1.'' NOTICE: This improvement location certificate is prepared for the so purpose of use by p ies stated her \� tl�/ lish property corners or property lines Amore precise relationship of the Improvements to the boundary lines can be determin by an Improvement rvey Plat. T �¢���� ,y. situated as shown and only appar t improvements and encroachments are noted. R.E. PORT &ASSOCIATES INC and Robe .Port will not be li ble for mt� �i �s�,,%{��nt Location Certificate, and then my to the parties specifically shown hereon. Acceptance andlor use of this Improvement Loca Certificate for ur� n'."y- � O`.� agreement to all terms stated ereon. _� .O� � �:� 27268 °o�' - •�� NOTE: i O • +. ° SURVEY IS DRAWN USING � � �� � PLATTED ANGLES OR BEARINGS AND DIMENSIONS Robert E. Port,' _ '•t�321..0�, _, ert M. Hayden, L.S. 2726 -.'///JJJ�IIIII 0 Continuous 5"' gutters at North and South eaves to drain to drain with downspouts 3" off rear ofcovered porch Grade to create positive slope off new foundation leaving 6" exposed 173' �J 5453 5452 461 450 545. 5455 5455 Parrott/ Haynes 29,1" .10 51- Addition 4120 Otis St 100'9" 1Wheat Ridge, CO Prososed Addition/ Covered Porch 1008 sqft Existing Home 1300 sqft 5454 34 9 75' 5453 Drafted by: KMarlin 4/1/20 5452 720-339-0584 Existing Gaisge 520 sqft 5451 Site Plan n = I Site Plan City of Wheat Ridge Building Division Al M M � 1311 sqft single family residence Built in 1951 single story brick over crawl space Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: Marlin 4/1/20 720-339-0584 As Built City of Wheat Ridge Building Division A 2 Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Utilize existing sink location and cabinetry New overhead Greenhouse bay bases and uppers electrical service ®' Maintain exiting nitches Storage slhelf Add shelf detail �YiWWY 45srlft shutters to existing LAUNOR window location11 Cove ceiling o remain Maintain exposed New opening brick where practical 6 French doors Transoms above 3' pocket door I drafted by: window/door bank jhea,,,tPA floor to interior grade Warlin 4/1/20 720-339-0584 432 sgft Maintain exposed Over lay new oak Concrete Slab 542sgft brick where practical Broom finish LIVING ROOM/ Add sI,elfdeRil,h Ranke in opening Sawcut control KITCHEN shutter to existing 4 joints with mesh window location Tiple pass opening to maximize gear access Clearstory windows Existing electrical � TV Mount/ se ice to be relocated New Crum z gas insert � Frame in opening Shelving, Flooring to be detei mined Floor Plan City of Wheat Ridge Building Division A3 fi EAST ELEVATIONS 12 6�'Bulk Plain 10' vertical to 45 degrees Ridge Hieght off grade 1510" Greenhouse bay ridge hieght 10'6" of transom bank 8'4" 01811 •iii•• Grade -8" with positive slope from foundation City of Wheat Ridge Building Division Existing /*71\ New Soudr Elevations 15'4" iieght 12'8" ]'10" 8" above grade City of Wheat Ridge Building Division NORTH ELEVATIONS City of Wheat Ridge Building Division Plan o rwq s.. wxxwwM.«w Parrott/ Haynes_ Addition 4120 Otis St Wheat Ridge, C Drafted by: I<Marlin 4/1/20 720-339-0584 IIYtWIIGN ������ Work shall comply with 2017 NEC Electrical Plan City of Wheat Ridge Building Division un uy v owi ucowi w icuioni 1169 Total CFM Rheem R95t07317MSA-Furnace Rheem RA13300ASINA- Condensor Rheem RCF3617stamca -Evap 22'x8' Duct for addition 7" Branch runs 10x4x7 boots Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, C Drafted by: KMarlin 4/1/20 720-339-0584 Mechanical Plar City of Wheat Ridge Building Division A5 0 18" exterior footing 36" Below grad 8" stem wall extends 6" and 36' below abovegrade Parrott/ Haynes bearing pressure of 2,500 Ll pounds per square foot Sectmon Drawona A Addition as noted by soils engineer 4120 Otis St Wheat Ridge, CO Dowel #4 Bar 8" into existing foundation Ufer groun\termination-� — — — — — — — — — — — — — — � I I I r EXISTING RESIDENR_E I I I I I I I I I I 23' ia' 1210 1 1 Drafted by: 1 1 KMarlin 4/1/20 1 1 720-339-0584 I I 30"Spread Footing 36" below grade I I Dowel #4 Bar to meet soils eigineers I I 8" into existing Recommendation 1 1 foundation TM LNNE 8 IF I 1 z'ti" 1 L _ 15'6" _ _ _ _ _ _ 24 _ _ _ _ _ _ _ _ eOF GOL SimpsomnSTHD 14 embedded strap -tie holdown both both sides Foundation Plan Foundation Plan City of Wheat Ridge Building Division S1 23' Floor Framing Plan X17' = i City of Wheat Ridge Building Division Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 �NNETH fl N ww Floor Framing Plan 23'10" 22' All headers to be (3) 2x6 unless otherwise noted Section A ®z (3)2x6 posts O Equal 3'8"42'6'" 2'6"4 i-2'6-- 68" 8x8 post 10 3' 1" 10' on galvanized Simpson Strong -Tie CB88 8x8 O 3, Column Base embedded in footing and through bolted with 36" knee wall 1/2" carrige bolts with header Both sides (1) post above (3) posts O 3. each side Cut/Demo brick opening — 3, full height & install (3) 2x8 flush Ballon frame wall heasder to carry existing w/(1) post & (1) roofload trimmer each side 3' SimpsomnSTHD 14 embedded shap-tie holdown both both suides Maintain brick � 10 3' I— Remove window dual (3)2x6 posh; II �6' 3"� 2'4"-I' 11 1Q 13 19 X2'10" 9' New Adh FFrramina Plan -81101/21, — Remove window 9'center&1 D 4' $„ O City of Wheat Ridge Building Division Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 Framing Plan City of Wheat Ridge Building Division Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 ij�:5p 7f7 Roof Framing Plan S4 (10) 50 sai roof vent mnOnnous soffit vent at eaves New asphalt shingles to match evsfin Ice&watcsshild at eaves Roof mtcls 1625 gaff FssOng dimiruronal shingle roof to remain if persible Ice & watcshsald ar new valleys Tear off ezlsfing roofing to deck at overfiaming Roofing Plan Parrot/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 Roofing Plan City of Wheat Ridge Building Division S5 All mandatory and prescriptive requirements of 2018 IRC Chapter 11 for Energy Efficiency shall be followed. Engineered scissor busses 7/16 0S3 Ice&Water shield ateaes Dimensional asphalt life eme shingles 2x6 over flaming 16" oc L2 5 pips � (3) 2:6 header (2 2:6 ) posts below Lag sill extenton to criples 16 OC w/ L' x3" lags 4,6 post lagged to solid flaming w/ 3/4"x8" lags 2x6 wall w/7/16"CSB R20 batt insulator, cement board siding 3a902.016"OC- 3a rim board R30 Insulator, 2x6 pressure treated plate /8" foundaton bole 32 OC 34 rebar veVcol32"OC (2) #4 rebar horizontal top & bottom Terminate 1 horizontal at&ferlocaton T 6 conditoned crawl space R 1 blaket at exerior walls perimeter dra 8x18„footng 36 below grade Se w/8” scam wall extend 6"above grade not t0 scale Thermal Envelope not to scale (3) 117/8" Versalam Simpson Strong Tie CC series 11 x 51/2 x Sul 7 ga Gray Painted Steel Column Cap Let Into pout as needed Install with 1/2" cause bole 28"X2 1/2 Precast concrete cop Mach/ salvage demoed brick Simpson Strong CB88 8x8 bedded J (2) #4 ebar veVcol 30" spread footing 36" below grade 88 Section B not to scale Parrott/ Haynes Addition 4120 Otis St Wheat Ridge, CO Drafted by: KMarlin 4/1/20 720-339-0584 Section Drawings City Wheat Ridge Building Division S6 WINDOW / DOOR SCHEDULE Opening Size Sill Hieght Header Height Glazing Tempured Operable Handing Egress A 3'X 6'8" Full Veiw na na 2 -ply Ufac.35 y y RH y 36x14 84 99 2 -ply Ufac.35 n n n n 1 30x47 40 88 2 -ply Ufac.35 n n n n 2 15x47 40 88 2 -ply Ufac.35 n n n n 3 30x47 40 88 2 -ply Ufac.35 n y RH casemnet n 4 15x47 40 88 2 -ply Ufac.35 n n n n 5 30x47 40 88 2 -ply Ufac.35 n n n n 6 30x47 40 88 2 -ply Ufac.35 n n n n 7 35x44 40 85 2 -ply Ufac.35 y? y RH casement n 35x14 88 103 2 -ply Ufac.35 n y y awning n 8 35x44 40 85 2 -ply Ufac.35 n n n n 35x14 88 103 2 -ply Ufac.35 n n n n 9 35x44 40 85 2 -ply Ufac.35 n n n n 35x14 88 103 2 -ply Ufac.35 n n n n 10 35x44 40 85 2 -ply Ufac.35 y? y LH casement n 35x14 88 103 2 -ply Ufac.35 n n n n 11 30x14 72 87 2 -ply Ufac.35n y awning n 12 30x14 72 87 2 -ply Ufac.35n n n n 13 30x14 72 87 2 -ply Ufac.35n n n n 14 30x14 72 87 2 -ply Ufac.35n y awning n MXIMUM U -FACTOR —.30 PER 2018 IRC City of Wheat Ridge Building Division City of W hCat l _gc 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: Project Address: q_ 1 z, i, Name of Firm/Individual submitting documents: t L1 1 Project Type/Description: Ke .4 CJ ; t'r v 11, Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, William P. Willis * , 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 oY Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other Agency Notes: Applicant / Owner is responsible for meeting all District Standards rules and requirements as well as the attached availability Letter. Signature: l/ _�/!-�-- f' <� i * Date: 07-06-2020 (Agency Representative) * As District Consulting Engineer for Wheat Ridge Sanitation District ./�AMAULT MARTIN/MARTIN 00000"CONSULTING CONSULTING ENGINEERS July 6, 2020 Kevin Marlin Bigfish Improvements LLC 720-339-0584 Email: bigfishllc@live.com Re: Wheat Ridge Sanitation District -4120 Otis St Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Marlin, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received July 6, 2020, concerning a proposed addition at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. It is understood that the existing kitchen will be removed from its current location and moved to the planned location Existing District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, west of the referenced property within Otis Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Utility Locates All projects must meet Colorado Revised Statue Title 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Proposed Addition If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Please provide a letter from the water service provider with a determination of water meter size. Costs A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTINMARTIN.COM Wheat Ridge Sanitation District -4120 Otis St July 6, 2020 NAMPIPEZ completion. Full addresses of each sanitary service are also required. 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 Wheat Ridge 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: Mike Bakarich —Wheat Ridge Sanitation District Page 212 Agine eringtions and Technologies GEOTECHNICAL ENGINEERING STUDY 4120 OTIS STREET WHEAT RIDGE, COLORADO 80033 PROJECT NUMBER 20-1133 JUNE 26, 2020 PREPARED FOR HOLLY PARROTT & GERRITT HANYES 4120 OTIS STREET WHEAT RIDGE, COLORADO 80033 Prepared By: RevieweddBBy: /Yti iiT/l/ l 1 Kamal M. Hasan, E.I.T. Matthew A. Best, P Staff Engineer Project Engineer H 6/26/2020 St Digitally signed by Matthew Best Matthew Be Date: 2020.06.29 04:52:29 -06'00' City of Wheat Ridge Building Division Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattO, BestEnoineerino USA. com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • OffceaBestEnoineerinoUSA.com 4120 Otis Street Project Number: 20-1133 Table of Contents B.E.S.T. TABLE FIGURE 1 — LOCATION AND SITE MAP FIGURE 2 — LOCATION OF EXPLORATORY BORING FIGURE 3 — BORING LOG FIGURE 4 — LEGEND AND NOTES [2] City of Wheat Ridge Building Division Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattO, BestEnoineerino USA. com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com 4120 Otis Street Project Number: 20-1133 B.E.S.T. EXECUTIVE SUMMARY Best Engineering Solutions and Technologies, LLC (BEST) completed a geotechnical engineering study for the project located at 4120 Otis Street in Wheat Ridge, Colorado. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residences are included in this report. A summary of the findings includes: 1. Subsurface explorations encountered natural, loose to medium dense, clayey sand was encountered to a depth of approximately 22 feet. Very hard, sandy claystone was encountered to the depth explored of 25 feet. Groundwater was encountered during excavation of the test boring at depth of 9 feet and at a depth of 8 feet when measured 72 hours later. Fluctuations of the groundwater may occur seasonally or with precipitation events. 2. Based on the subsurface conditions encountered in the test boring and the nature of the proposed construction, we recommend the proposed structures be founded with spread footings bearing on native soils. Spread footings bearing as recommended should be designed for an allowable bearing pressure of 2,500 pounds per square foot (psf). 3. Native soils or imported structural fill are suitable for support of concrete slab construction. 4. A representative of our office should observe the construction operations discussed in this report. 5. Keep any exposed soils from excessive drying or wetting during the construction process. 6. More detailed recommendations are made throughout this report. These must be reviewed to assure proper consideration in the design. [3] City of Wheat Ridge Building Division Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com 4120 Otis Street BES T Project Number: 20-1133 S,.J PURPOSE AND SCOPE OF WORK This report presents the results of a geotechnical engineering study for the project located at 4120 Otis Street in Wheat Ridge, Colorado. The project site is shown on Figure 1. The study was conducted to provide foundation design and support of slabs -on -grade recommendations. A field exploration study consisting of one exploratory boring was conducted to collect information on the subsurface conditions. Samples of the subsoils collected during the field exploration were tested in the laboratory to determine their classification and engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths, and allowable pressures for the proposed building foundations. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsurface conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed residences are included in this report. PROPOSED CONSTRUCTION We understand that the proposed construction will consist of an addition to the existing structure. Conventional wood frame construction, with column loads expected to be low to moderate and typical of this type of structure, will be used above grade with cast -in-place concrete foundations below grade. Ground floors will be slab -on -grade. Site development is expected to include sidewalk and landscaped areas. Local utilities will generally be underground, except for surface storm runoff and overhead electric. If the loadings, locations, or grading plans for the structures change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. SITE CONDITIONS At the time of our field exploration, the property consisted of a single-family residence. The site is bounded by residential single-family homes. The topography in the area slopes toward the north and east and is at an approximate elevation of 5,405 feet MSL. FIELD EXPLORATION The exploratory boring was drilled on June 12, 2020, approximately at the location shown on Figure 2 to evaluate the subsurface conditions. The boring was drilled using a trailer -mounted rig and was logged by a representative of BEST. Samples of the soils were taken with undisturbed sampling methods and the depth of the boring and samples are shown on the Boring Log, Figure 3 and Legend and Notes, Figure 4. SUBSURFACE CONDITIONS Natural loose to medium dense, clayey sand was encountered to a depth of approximately 22 feet. Very hard, sandy claystone was encountered to the depth explored of 25 feet. The soils encountered were slightly moist to moist. Groundwater was encountered during excavation of the test boring at depth of 9 feet and at a depth of 8 feet when measured 72 hours later. Fluctuations in the groundwater levels may occur seasonally or with precipitation events. Samples taken from the exploratory boring were obtained for laboratory testing and inspected by the project engineer. The results of the tests performed on the samples obtained from the test borings are shown on Table [4] City of Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattgD,BestEnoineerinoUSA. VMfleat Ridge Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com Building Division 4120 Otis Street BES T Project Number: 20-1133 S,.J 1. Laboratory testing included index property tests; such as moisture content and density, swell/consolidation testing and gradation analysis. The testing was performed on relatively undisturbed drive samples and were in general conformance with recognized test procedures, primarily, ASTM and Colorado Department of Transportation (CDOT). FOUNDATION DESIGN RECOMMENDATIONS The native soils are suitable to support lightly to moderately loaded slab -on -grade construction. Based on the subsoil conditions encountered in the exploratory boring and the nature of the proposed construction, we recommend that the structures be founded with spread footings bearing on native soils. The design and construction criteria presented below should be observed for a spread footing foundation system. 1. Footings placed on the native soils should be designed for an allowable soil bearing pressure of 2,500 pounds per square foot (psf). Based on experience it is expected that movement of the footings, designed and constructed as discussed in this section, would be approximately 1.5 -inch or less. Differential movements are estimated to be approximately 1/z to 3/4 of the total settlement. Most of this settlement will occur during the construction phase. 2. Spread footings placed on native soils should have a minimum footing width of 18 inches for continuous footings and 24 inches for isolated pads. 3. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is required by the City of Wheat Ridge. 4. Continuous foundation walls should be reinforced top and bottom to span local anomalies by assuming an unsupported length of at least 10 feet. 5. A grounding system (Ufer Ground) may be installed where the grounding system is contained within the exterior building wall and the concrete foundation wall. This is in place of having a copper ground rod installed adjacent to the foundation wall. 6. The lateral resistance of a spread footing placed on undisturbed native soils or properly compacted granular structural fill material will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Based on the soil characteristics, the resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.70. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 380 pounds per cubic foot (pcf). The at -rest lateral pressures on the walls can be calculated using and equivalent fluid density of 50 psf per foot of depth. The active lateral earth pressures should use and equivalent fluid density of about 35 psf per foot of depth. These lateral resistance values are working values. 7. All loose or soft soils should be removed, and the footing bearing level placed on native soils or properly compacted structural fill. The disturbed surface of the native soils should be compacted prior to concrete placement. [5] City of Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Matt9DBestEnQlneerinQUS81 at Ridge Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com Building Division 4120 Otis Street Project Number: 20-1133 B.E.S.T. 8. Interior backfill should consist of onsite native soils and should be placed in uniform lifts not to exceed 10 inches thick and compacted to at least 98% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Interior backfill should extend laterally beyond the edges of the footings at a distance at least equal to the depth of the fill below the footing subgrade. Prior to the fill placement, any loose subgrade soils should be compacted. Any wet and soft subgrade soils should be removed prior to fill placement. The backfill material should be free of snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. 9. Exterior backfill may consist of the onsite native soils or imported structural fill and should be properly placed and compacted to reduce the risk of settlement and distress. Onsite backfill material placed on the exterior of the structure should be placed and compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 10. Backfill in pavement and walkway areas should also be compacted to at least 95% of the standard Proctor (ASTM D 698) maximum dry density and within 2 percentage points of the optimum moisture content. Care should be taken when compacting around the foundation walls and underground structures to avoid damage to the structure. Hand compaction procedures may be used to prevent excessive lateral pressures from exceeding the design values. 11. Backfill in landscaped areas may consist of native onsite soils or imported structural fill. It should be placed in uniform lifts and compacted to at least 90% of the standard Proctor (ASTM D 698) maximum dry density within 2 percentage points of the optimum moisture content. 12. Utility backfill should be compacted as appropriate for the proposed surface uses (landscape, building, pavement, etc.). 13. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures, such as adjacent footings, traffic, construction materials, and equipment. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain system should be provided to prevent hydrostatic pressure buildup behind the walls. The lateral resistance values identified above assume drained conditions behind the walls and a horizontal backfill surface. Refer to the Underdrain System section for further information. Minor cracking of concrete foundation walls should be expected. 14. Based on our experience, we recommend all concrete exposed to the onsite materials meet the cement requirements for Class 0 exposure of sulfate attack on concrete as presented in ACI 318-14. Alternatively, the concrete could meet the CDOT requirements for Class 0 exposure as presented in Section 601.04 of the CDOT Standard Specifications for Road and Bridge Construction (2017). 15. Depending upon depth of excavation and seasonal conditions, groundwater may be encountered within excavations on the site. Pumping from sumps may be utilized to control water within excavations, if necessary. BEST is available to provide further dewatering recommendations if this issue arises. 16. A BEST representative should observe all footing excavations prior to concrete placement to evaluate bearing conditions. [6] City of Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt,BestEnoineerinol Ridge Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com Building Division 4120 Otis Street BES T Project Number: 20-1133 S,.J FLOOR SLABS The native soils are suitable to support lightly to moderately loaded slab -on -grade construction. To reduce the effects of differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints, which allow unrestrained vertical movement. Interior non-bearing partitions resting on floor slabs should be provided with slip joints so that, if the slabs move, the movement cannot be transmitted to the upper structure. This detail is also important for wallboards, stairways and door frames. Slip joints which will allow at least 1.5 inches of vertical movement are recommended. Floor slab control joints should be used to reduce damage due to shrinkage cracking. Joint spacing is dependent on slab thickness, concrete aggregate size, and slump, and should be consistent with recognized guidelines such as those of the Portland Cement Association (PCA) and American Concrete Institute (ACI). The joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. Fill placed beneath floor slabs may consist of native onsite soils, an imported structural fill, or non -expansive, predominantly granular material. The geotechnical engineer should evaluate the suitability of fill materials prior to placement. Slab performance is greatly dependent on the amount of moisture introduced to the underlying soils, which could result in potential excessive movement causing uneven slabs and cracking. Proper surface grading and foundation drain installation will help to reduce water infiltration in the sub -slab soils. Recommendations within the Surface Drainage and the Underdrain System sections below, should be followed. Recommendations provided in this section are meant to reduce the possible distress caused by slab movement but will not completely eliminate risk. A structurally supported floor system should be used if the owner cannot tolerate potential movement. CRAWLSPACE The owner should be aware that crawlspace areas are typically subject to air quality issues and should be constructed to provide proper ventilation and moisture management. Structural wood floor members over crawlspaces and concrete walls should be treated to reduce or eliminate the propensity for mold or mildew to form. The recommended clearance between floor members and the ground surface should meet applicable codes. Further, it is recommended that a four (4) mil thick impermeable plastic sheet be placed over the ground surface to reduce moisture migration into the crawlspace area. The sheet should be secured to the interior of foundation walls. There should be a minimum 1 -foot of side lap between sheets and a minimum 2 -feet of end lap. Ventilation and air quality control recommendations are beyond the scope of this report, a consultant specializing in such issues should be contacted to provide further recommendations. BEST can provide these services. The crawlspace ground surface should be sloped to the perimeter drain system and be free of depressions or divots that could allow water to pond. Trenching within the crawlspace area is not recommended, apart from trenching for interior drain or sump installation. Prior to the placement of the plastic sheeting, the crawlspace should be free of standing and ponding water, overly moist soils, snow and ice, vegetation, topsoil, organics, trash, construction debris, oversized rocks greater than 8 inches in diameter, and other deleterious material. Isolated slab -on -grade pads may be used for utility appliances (hot water heater, furnace, water treatment appliances, etc.). This system is appropriate provided flexible and collapsible connections are used and provide City of Wheat Ridge Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattO, BestEnoineerino USA. com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Office BestEnoineerirB. WirtgrWivision 4120 Otis Street BES T Project Number: 20-1133 S,.J allowance for up to 3 -inches of differential movement between floor/slab mounted appliances and fixed pipes or ducts attached to structural elements of the building. Through -wall penetrations should be over -sized for water, sewer, electrical connection, and any other forms of penetration to allow for movement. In addition, all plumbing and sewer lines should be isolated from the ground surface or foundation walls by at least 3 -inches. SEISMIC CONSIDERATIONS This area of Wheat Ridge is located in Seismic Design Category `B". The soil at the foundation level has a very dense soil profile. The average soil profile in the top one -hundred feet provides an overall "stiff soil' profile, which provides a Site Class of "D". Based on the subsurface profile, site seismicity, and the anticipated ground conditions; liquefaction is not a design consideration. SURFACE DRAINAGE Proper surface drainage is very important for acceptable performance of the slab -on -grade during construction and after the construction has been completed. The following recommendations should be used as guidelines and changes should be made only after consultation with the geotechnical engineer. 1. Excessive wetting or drying of the excavation and underslab areas should be avoided during construction. 2. The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with approximately 2 feet of the onsite finer graded soils to facilitate surface drainage. Site drainage beyond the 10 -foot zone should be designed to promote runoff and reduce infiltration. These slopes may be changed as required for handicap access points in accordance with the Americans with Disabilities Act. 3. Xeriscaping should be considered with limited irrigation within 4 feet of the foundation walls. Roof downspouts and drains should discharge well beyond the limits of all backfill and onto splash blocks. UNDERDRAIN SYSTEM The crawlspace level should be protected from wetting and hydrostatic pressure buildup by an interior underdrain system. In addition, any interior slabs -on grade should be protected with a plastic barrier. It is recommended that an impermeable plastic sheet be placed beneath the floor slab to reduce moisture migration through the concrete slab. The sheet should be secured to the interior of the foundation walls. They should be a minimum one -foot side lap and at least two feet of end lap. The underdrain system should consist of a layer of free -draining granular material with a drainpipe connected to a sump pit with a drainpipe to the exterior of the residence. The gravel layer should be encased in a non- woven geotextile fabric. The free -draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve, less than 30% passing the No. 4 sieve and have a maximum size of 2 inches. The drains should consist of flexible or rigid drainpipe placed in the bottom of a trench and surrounded above the invert level with free -draining granular material. The free -draining gravel should extend up to the top of the footing. The drain lines should be placed at least 12 inches below the floor level and graded to sumps at a minimum slope of 0.5%. The granular underdrain system should be sloped to a sump where watercgjigfbe 181 Wheat Ridge Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Matt0,BestEnQlneerinQUSAA4d ng Division Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com 4120 Otis Street BES T Project Number: 20-1133 S,.J removed by pumping. Sprayed on waterproofing should be used on the exterior of the foundation to prevent infiltration of water. The geotechnical engineer should observe the underdrain and/or damp proofing prior to backfill placement. SITE DEMOLITION Demolition of the existing buildings should include the removal of foundation systems and loose backfill found adjacent to the structures. Drilled piers, if encountered, should be truncated a minimum 3 feet below new foundations, slab or pavement construction elevations. All materials derived from the demolition of the structures, exterior flatwork and pavements should be removed from the site and should not be allowed for use in any on-site fills. Existing utilities and bedding to be abandoned should be completely removed. Existing utilities and bedding may be abandoned in place if they do not interfere with planned development. Utilities which are abandoned in place should be properly pressure -grouted to completely fill the utility. HOMEOWNER PRECAUTIONS All new construction has an adjustment period after construction is completed. Exterior and interior observation should be performed on a regular basis. The exterior backfill should be checked for positive drainage away from the foundation. No ponding of water should be observed. Roof downspouts and splash blocks should direct water away from the foundation. The discharge of any sump should be free of blockage and discharge away from the foundation. DESIGN AND CONSTRUCTION SUPPORT SERVICES Please consider retaining BEST to provide the following services: 1. Review of the project plans and specifications for conformance with the recommendations provided in this report. 2. Observation and testing to document that the intent of this report and that the requirements of the plans and specifications are being followed during construction. 3. Identification of possible variations in subsurface conditions from those encountered in this study, so that recommendations can be re-evaluated, if needed. 4. Preparation of a shoring plan, if necessary, for the protection of adjacent structures. BEST is also available to assist the design team in preparing specifications for the geotechnical aspects of the project and performing additional studies if necessary, to accommodate possible changes in the proposed construction. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering practices in this area for exclusive use by the client for design purposes. Copying of this report or portions of this report without the express written permission of Best Engineering Solutions and Technologies, LLC (BEST), is specifically prohibited. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon data obtained from the exploratory test borings at the locations indicated on Fig. 2, and the proposed construction. This report may not reflect subsurface variations tha��,cocpr between the explorations. The nature and extent of variations across the site may not become evident until site 19 Wheat Ridge Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattOBestEnoineerino USA.EWY0ing Division Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com 4120 Otis Street Project Number: 20-1133 B.E.S.T. grading and excavations are performed. If fill, soil, rock or water conditions appear to be different from those described herein, BEST should be advised at once so that a re-evaluation of the recommendations presented in this report can be made. BEST is not responsible for liability associated with interpretation of subsurface data by others. The scope of services for this project does not include any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. In addition, this study does not include determination of the presence, prevention, or possibility of mold or other biological contaminants developing in the future. If the owner is concerned about the potential for such contamination, other studies should be undertaken. Matthew A. Best, P.E. Project Engineer [10] City of Wheat Ridge Building Division Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Mattt, BestEnoineerino USA. com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 • Offcea BestEnoineerinoUSA.com TABLE 1.1 SUMMARY OF LABORATORY TEST RESULTS PROJECT: 4120 Otis Street PROJECT NO: 20-1133 LOCATION: Wheat Ridge, CO SOURCE: Field Test Boring / Lab Testing B.E.S.T. DATE: June 26, 2020 No. Sample Depth Type (Note 1) Nat. Dry Natural Density Moist. (PCF) (n/n) ATTERBERG LIMITS GRADATION n /o Additional Swell well and Test Results Soil Description Consolidation (Note 3) LL PI /o S and %Fines Gravel n ao n No.4 No. 200 +No.4 +No.200 1 4 CA 103 11 31 WSS= 0.0 Clayey sand 1 9 CA 116 16 27 Clayey sand 1 14 CA 99 24 50 Sandy clay NOTE U Sample Type BS—Bag Sample AS—Auger Sample ST=Shelby Tube CA=California Sample RM=Remolded Sample HD—Hand Drive AD—Air Dried SS—Split Spoon Sample NOTE 2 -Shear Strength Tests Cl— Unconfined Compression C2—Miniature Compression C3—Pocket Penetrometer C4—Pocket Value NOTE 3 Additional Test Results TT -Triaxial Test PT=Proctor CT=Consolidation Test RA Radon Testing (pCi/L) pH = pH of soil OR= Organic content of soil WSS=Water Soluble Sulfates TABLE:1 Page 1 of 1 City of Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • MattPBestEnzineerinzUSA.com Wheat Ridge Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211• Phone: 303.238.1770 •Office@BestEngineeringUSA.com Building Division 4120 Otis Street ry _ ■ { 'p 4 .� •7 :.�►©t;s Street 'K. �:+ �, (-� _-r • 1 _ �'� a 415FA '� ioo le Earth` 2320 Coag@ i; - _ I 600 ft- B.E.S.T BORING LOCATION LEGEND: B-1— Indicates approximate location of exploratory boring I N Not to Scale Project Number 20-1133 Figure 2 City of Locations: Summit County & Lakewood, Colorado • Psalm 20 • Phone: 970.409.9670 • Matt(@BestEngineeringUSA.com Mailing: 747 Sheridan Boulevard, Unit 2A • Lakewood, Colorado 80211 • Phone: 303.238.1770 •Office@BestEngineering USA. com Wheat Ridge Building Division APPR07044ATE BORING ELEVATION B1 5405' or 5/12" 51 51 19/12" 4 W/12" 151 00! T 5, 1 i 20/12" 201 20' 50/711 251 251 30' 1 30' 35'1 35' Best Engineering Lakewood Office: BORING LOG Solutions 747SheildmBM, Unit 2A and Lakewood CO 80214 Technologies Project Location: ]DMAW415Y.� SCALE: City of 4120 Otis Street MU] �W! Jume 26, MD Vertical: NIA HadnW:N/A Wheat Ridge Wheat Ridge, Colorado M T Xo. :C M�T XCI; 2(-1133 FIGURE: 3 Building Division Clayey sand, loose to medium dense, light brown to brown, moist Sandy claystone, very hard, light brown, moist (o) Water level, Time After Drilling (0=At Time of Drilling) Disn¢bed Sample Collected Undisturbed Sample CollcuW X/12" Blow Counts; Number of Blows to Drive the Sampler 12-Inches (ASTM D-15867 ((X)) Depth of Caving Soils A Practical Auger Refusal NOTES: 1. The samples were collected on June 12, 2020 with a turner mounted drill rig and 4" solid flight augur. 2. The stratification lime represent the approximate boundary bunmen soil types and the transition may be graded. 3. The boring log(s) show subsurface conditions a the dates and locations indicated, and it is rot warranted that they am representative of subsurface conditions at other locations mtimea. 4. Elevations are provided by Google EardrC and are considered approximate. LEGEND & NOTES Best EngineeringLakewoodanB Geotechnical En eerie Stud g Y Solution and . 747 Sheridan Blvd Unit 2A Lakewood CO 80274 Technolo 'es Project Location: DRAWN BY. EatB SCALE: Cay of 4120 Otis Street BEylEwEB By: esAB BATE: lunc26, 2028 Vertical: N/A Horizontal; N/A Wheat Ridge Wheat Ridge, Colorado PROJECT N0: 20.1133 FTGURE:4 Building Divisioi iCITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t "At) Job Address: Ll a? D /> -* / S S Permit Number: ,2 p/ —2 6 2. 3 i L 0 {� Dr o U , ❑ No one available for inspection: Time. 10'- 3 6 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: {���6!/% Inspector:8 y DO NOT REMOVE THIS NOTICE 4 -o -o Ur(� �f �(%GZ3� INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric' Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof V Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Roofing PERMIT - 201702386 PERMIT NO: 201702386 ISSUED: 06/22/2017 JOB ADDRESS: 4120 Otis ST EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential Re-roof to install Tanking Heritage 30 year asphalt shingles 19 sq. *** CONTACTS *** OWNER (609)670-0189 HYER LAUREN SUB (720)940-6184 Juan Castillo 160035 Juan Castillo Ent. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,300.00 FEES Total Valuation 0.00 Use Tax 111.30 Permit Fee 140.90 ** TOTAL ** 252.20 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A%-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702386 PERMIT NO: 201702386 ISSUED: 06/22/2017 JOB ADDRESS: 4120 Otis ST EXPIRES: 06/22/2018 JOB DESCRIPTION: Residential Re -roof to install Tanking Heritage 30 year asphalt shingles 19 sq. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable �uil ling 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 thisppermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be peyfiorr d and that all work&tpbeperformed is disclosed in this document and/or its' accompanying approved plans and specifications. ( - __ qe,31(-7 Sig t re of OWNER or CONTRACTOR (Circle one)te 1, is permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Antoinette Kulick (` " From: no-reply@ci.wheatridge.co.us Sent: Tuesday, June 13, 2017 10:28 AM C4 To: Permits CommDev C Subject: Online Form Submittal: Residential Roofing Permit Application I Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in C the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT O IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. W/(+ VJ9A — 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. PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address Do you have a signed contract to reroof this property? It will need to be provided at the time of permit pick-up. 4120 Otis st Lauren hyer, Brian boswick 609-670-0189 Bbos24@yahoo.com Yes CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number Juan Castillo enterprises 160035 720-940-6184 Contractor Email Address Orioles1 ljuan@aol.com (permit pick-up instructions will be sent to this email) Retype Contractor Email Oriolesl ljuan@aol.com Address DESCRIPTION OF WORK Is this application for a Yes new permit for a residential roof? Are you re -decking the No roof? Description of Roofing Tanking heritage 30 Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 19 material selected above? Does any portion of the No property include a flat roof? If yes, how many squares Field not completed. on the flat roof? TOTAL SQUARES of all 19 roofing material for this project 2 Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) House and detached garage 4/12 pitch 5300 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant Juan Castillo Email not displaying correctly? View it in your browser. 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: R O F Job Address: I/,? O n 4i s S / Permit Number: o2 D / 76 a 3 T 01 Glnf^n/>b f ❑ No one available for inspection: Time t 2 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- Z Kli 7 Inspector: G V DO NOT REMOVE THIS NOTICE r - H O N M Q M O m m > m A 7 m ro q m m 41 ro H m m ++ q .mi p m H M H m m m A i o 6 O H ro a ro o 01 v c ro o N bl v o.+ o A N N o 007 m a m a a o o m a m � m G) C H m 3 m 7 4+ 41 x y d H L b ; o 0 m a A m O > H m R% a+ o o 3 a o d b A y ro m A A 3 H w m O w b a L H m m m a w m o w W w -� o N O m 3 1 m y1 m q U H m w -� o H q m > U a+m a ro m ro .e m q H a m H z 0 u w 0 m M w ul O E N O W H o W m R W O > u m U E a a z � a w ro u m o G p 3 G N ro Id E o'o U N N m a o u ro w o m o M ti o P. x a u•• o y .. o w w z a N w N W Q a ry o qi O� o 0w W U E W x 9 w w H oa a o 0 U w a m 4.) d O x 3 O b) H 93 E roa 04 O A U y FZ4 b) ,m � O 'd x EA O w A H 3 44 O U O 41 3 4 ro x b�'u m 93 � �+ N it A U w H 4J O A d N H b1 O P d � a U ° 4 z 44 44 O b) O N 41 .1 U d H 44 w � m N •'{ U u0 N � IN I I Z r INILLIB` BrTi�M WALL ON 10" , B - CONT ACC" B * INS CcNC Uj— 0 CcNT CCNC F76 72xa tv 16" cc J6T X1 T 2x,6,012" cc J, T EXIT 0 x 1'r t JNC L ON 24" CO ' " u ?c CCNCL �L CC'NC STC d11f ^- ,tf 8 WAY, CENTS O 0 :1 COL ,4, Y 61 FTC Ccs ,A Y iC 1 ` h EXI5 T . xe .1 T (" 1 244," fir" T• l W RAL perms Theissuance Permit EX1 T2 J TSPwft CON T B 6PACE SCC frafk e ' for of a w f of, any x w . _ _ n _ .r_ _. __._ rOwirrra of to building coda or of 1 N 2-2x ;/ 7` . Presumingt give authority f data s n f .� EXI Tr 19y' x !s"� Mher nrrtir ince%ora %h ff not waff , � k CONC C01- N 24" N xB CSL tU! 24" B" C NC JBT 14N 'TC 6x6 TRT1 7Le ABA66 OR 4-114"0x4" APPROVED �z UP CON 7*05 6CREW6{ TC} 7`C Subject et"sit CRAWL Wheat Midge BuOding Dept. r �E CID FAR77AL MAIN .�aert A000 a 1=0 71ON FLAN ,CSL': !" - 1= ELL> YERF r ALL EX1677NC CONMMON6 FFJORTC° NEW CON5 TRbC TION NOTTT F INC OF . Nr ,? PANCI � � a� �� CQ� RELOCA7EEX167 t L 5 T WALL ...... �._, _.._ --_.,_ �W t LC424 OR 2 16T 14AN6ER6 _ EXI T 2x 4 0 16 CL ,)67* 1 jEX16T 2X& 16 CLc J5 Al ALX:EC> 2x4 CRJPPLE v EX17' 2x4 " CR 1 'r 'L ; E ' E EX1 T 2x4 LE E TO OaL C~Lro 11 T tx i EX15T 2x4 x C—ONT 5 TRONra5ACS i AOV LU242-2x6 CLra J57 kAN66R6 Tc ..... .. „.... F- ..... T RX,>�a'` ------ APPROVED Subject to Field Irispections XI: T >4 x CONT 7 N 3 C` I ?(p t ,+^ r......«w...W...... ,....._�..,„._m....�......_.._...._,_..___..__�.. .........�.e................a,. ....._..a....�.� ....�......_....,.. ....,.,......» ..,...,.-........,. ,. a...».,. �,.m...,....�..._.�_....a._,_.., ,..�.,m..., e,w,....�_.a. i 'N?`'a��6 iu ��� F��kWl j ha.i , O�RJ a'"u`-pa k FAR-TIAL. IRCCI= FLAN ' L - `F = r- - FIELD EAW: " ALL EX167IN6 CONCTrJONi PRICle TO N U) CCN T 7'10N a' N TI '?' INC OF ANT 016CREPANCE6� � _, v 0wr6 w k AS ..w. w x. +a. w :1� rwi ,.�.. rel "`. i ♦ i i.... ♦ .� ..... 1. �.w. �� i.: " d"': PlErAL .... "...: rt w PO... nu.O.. w"w 7'A=E$ERLAN$i44YEaFEWE w * r CONSTRICWN ATONE SPECIFIC M WE :. I w AS&M$ ALL R.. w m..: FOR n 9 7'f xk4 T PROJECT, 412 077 T REFT WAU ABY 4-M FM NO 2 �`. lam'' WINO (ir' O) c 6E76MC CA TECSORr .:,w FLOOR 40 FSF IgVq��++p 2-2x8 FIL4&4t T 411;Fr FACE POLNCWTION Z66104W =kMr EAratAESP,6 601L INVE5TI 710N st"ti»r d a .... NEW 6X6 TRTO PW4M4 WN 0PJ7 (M -LOW P TION CF616N rREA TW L LnWRIM AND -494L C 'r SOILS EWINEM A T 04WER6 EXPEMW PRIOR TG's NEW ABW66 LU/ P2`0 x barCONST TI (W6 MA 7 REagRE REYMON6TO FaNOA7J I IF rr ANC14 OR 4-1"0 x rr lC RMi' T T ' N I C ATH' F TL9 N C C Nt F7C I 577'x? N UP CONT TO FTS rOOTP466 6144LL W PLACEON 0016 TURMW NA MIZAL 601L OR COtl=ACrW a 7-057 O A Y 6 OIL LrR MAXMI CES16N 60M PIAES60iiE, L (xp= ) - . ANS° E TION1 C:Cr T NF TCS AFRUCAaLL Y1510N$ 7E5 T fiaFYMON OF ��C I- .2 OA'r Gni ..WVE 6 71AMW6774 AS SCALE 1120 r -c ALL CONCAEFTF— 30M P61 a r OEFORf-W RENFORCEMNT. A67M A&S 60APPROVED F T F e" T �4 7* ACI N g�,,t 5g OTIC pyrr� Wheat eACLE ImLAN6 FOR Cil)LER Awt=OURCwJ" N76 C.CNC T ' L ST BE PLACW c:.C?NTINUOU-4K all'rk:,Ui AVWZON7AL COLO JMNr, IF COLO INT 16 056MFO, APPROFMATH" VERTICA,; NT T BE PROV451EO Cel T NT LL CONFORPI TO PRACTICE SET FOR74 IN ACI MANUAL OF CONCACTIC,L v 0wr6 w k AS ..w. w x. +a. w :1� rwi ,.�.. rel "`. i ♦ i i.... ♦ .� ..... 1. �.w. �� i.: " d"': PlErAL .... "...: rt w PO... nu.O.. w"w 7'A=E$ERLAN$i44YEaFEWE w * r CONSTRICWN ATONE SPECIFIC M WE :. I w AS&M$ ALL R.. w m..: FOR n fAFAUZTMffzQWj7L=W ,�. FIRNO 2 M70 f" BFARrh* WALL 4-M FM NO 2 �`. lam'' : "4`... C. .:,w ry. : FIR 004&-,46` NO 2 ✓/ 1,6wem a .... rREA TW L LnWRIM 1i fAFAUZTMffzQWj7L=W ,�. OR OFFICE USE 0114L , City of Date 7 COMMUNrTy DEVFLOVIMENITL%*�g # Building & Inspection Services Division �m 7500 W. 2e Ave., Wheat Ridge, CO 80033 Plan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection line: 303-234-5933 Building r it Application Property Add 11,2 r`t ` kn � l° te r Mailing Address: (if different than property address) Address: i Arc iia Engin ` r E-mail: is "f 4. P _ 3 5 26 - Contractor. ` Contractors City License, : Phone* '220 Contractor g -mall Address: zlic'114�1 Sub Contractors. - Electrical: Plumbing: � � _ � Mechanical: W.R. City license W.R. City License # W.R. City license ## Other City Licensed Sub: Other City licensed Sub: City License # City License # Comp rmation on BOTH skies of this form '' It ss•' NEW COMMERCIAL A NEW RESIDENTIAL • MMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ! RESDENTIAL ADDITION #1•REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc,) RESIDENTIAL f ACCESSORY STRUCTURE MECHANICAL i Il MMIt REPAIR N! i. r REPLACEMENT ,pA. toPLUMBING SYSTEM/APPLIANCE REPAIR REPLACMENT OTHERELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT D Sq. FULF Btu's Gallons Amps Squares Other Smoke alarnis shall be required in each sleeping rooni and outside each O sleeping area per 2012 IRC, Section 06 n. 2 comply with Section R315 of the ,< Carbon monoxide, detector(s) shall I 1112 IRC & not more than 0' from Y r the entrance.ofany sleeping room,, W-011 1— 1 " t Ridge Building Approved u 81.51. µ . 4T' 3 O" _. FOR OFFICE USE ONLY City of Date: !!�t COt MUNIrryEVEL, v4Ctai"t Planlpernait# Building & Inspection Services Division "°c ) Citi80033 7 W. 2g�,eve., Wheat midge, CQ 8 033 Plan Review Office: 303-235-2855 * Fax: 303-237-8929 Inspection tine: 303-234-5933 Building er it Application Please complete all highlighted a bath skies of this form. l"OOMPletti OPPI100tions may not be pr Property Address.. 41 S4. C) 0 I'l Props ty 4w (please print) ak . t 'crone: to . ci Prop" Owner Email: Mailing Address: (if different than properly address) Address; City, Mete, i r hj Architect/Engineer E-mail: Phone: Contractor: Contractors City License Phone: Contr car -m l rens: Sub Contractors: Electrical: Plumbing: Mechanical: W.P. City License # W.R.: City License # W.R. City License Other City Licensed Sub: tither City Licensed Sub: City License # City License # Complete all information on BOTH sines of this form 1YR 11� X X lY • M g4r • X X M11 WY w w il! X IY � AM i X iount of materials to be used,etc.) Sq. FULF Stu's Gallon Afnps squares , Other Asbestos testing waiver Asbestos - COPHE, cdphe <cdphe.asbestos@statecous> Thu, Jan 14, 2016 at 11:59 AM To: Brian Boswick <bboswick@gmaH.com> Brian, If you are the home owner and primary resident and do not plan on selling, leasing, or renting the property in the near future you are allowed to remove the material yourself as long as it is property packaged and disposed of. You are not required to apply for a permit. Please contact the landfill where you plan on taking the material and ask them how you need to package that material. I have attached a few facts sheets to this email for your reference. III.G.S.b. The individual is performing the abatement project himself/herself in a singlefamily residential dwelling that is the individual's primary residence. If you have any questions please comntact CDPHE. Thanks, Severen McGowan [Quoted text hidden] 4 attachments on Asbestos Waste Disposal.pdf 151K Renovation and Dernolition.pdf 214K General Information on Asbestos.pdf 252K Asbestos Bans.pdf 145K Residential Roofing PERMIT - 070706 PERMIT N0: 070706 JOB.ADBRESS: 4120OTIS ST DESCRIPTION: re-roof. . xssusD: 07/12/2007 EXPIRES: 01/08J2008 C6NTACTS owner 303/425-6570 Renee Getter PARCfiL INFO . . ZONE CODE: UA USE: UA SUBDIVISION: 0406 . BLOCK/IAT#: 0/ FEE StAMKARY SSTIMATED PROJECT VALUATION: 1,000.00 FEES PermitFee 50.40 Total Valuation . .00 Use Tax . 18.00 TOTAL 68.40 Comments : ~Uf►IBI1t3 " ~ m~b9gfl r~aflElU IO that roo~r►9 m~ wMd 9iigt , st,ali be meet 100 ~ ~ insp~eatbri. -18C onsite for iinal roof I hereby certiEy that the eetback Qietancee propoeed by thie pemit application are accurate, and do not violate applicaEle ozdinancee,rulee ox regulatione of the City of Wheat Ridge or covenante, eaeemente or reetrictione of record; that all meaeuremente ehown, and allegatione made are accurate; that I have read and agree to ablde 6y all conditione printed on thie application and that I aeeume full reeponeibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applica~bl~e~y4ihea[ R ge Ordinancee, for work under thle peiinit. Plane subject to field inepection. ./LOl~L+ /!L/200? 1. Triie pemit wae iseued in accordance with the provieiona eet forth in your application and ie eubject to the lave of the S[ate of Colotado an8 to the 2oning Regulatione and BuildSng Code9 of Wheat Ridge, Colorado or any other applicable ordinancee of Che City. 2. Thia pezmit ekiall expSre 180 daya Srom the ieeue date. Requeete for an exteneion muet be received prior to expiration date.An exteneion may..tiq gzanted at the diecretion of the Building Official. 3. If thie permitexpiree, a new pemit may be acquired for a fee of one-half the amount noxmally required, provided no changea have been.orwill be made in the original plane and epeciEicatione and any euepenaion or abandonment has noe exceeded one (3) year.If.changea have been or if euepeneion or abandonment esceede one (1) year, full feee ehall be pald for a new pernilt. 4. No work of any manner ehall be done that will change the natural flow of water caueing a drainage problem. 5. Contractor ahall notiEy the Huilding Inepector twenty-fovr (24) houre in advance for all Snepectione and shall receive written approval on inepection card beEoze.proceeding with eucceeaive phaeea of the job. 6. The iwee~'nce of a pemit or the approvaI of drawinge and epecificatione ehall not be conetrued to be a pemit for, nor an ~val of, ~y~olation of the provieione of the building cadee or any other ordinance, law, tule.or regulation. Al]~oQL review ) ukA ect to field inepectione. iNll l of Chief Building ofFicial date INSPBCTION R8QD8ST LTNBs (303)234-5933 BUILDING OFFICE: (303)235-2855 RfiQUESTS MUST SE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number. oF w"E°r ~ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ a CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE PLAN # WHEAT RIDGE, CO 80033 - (303-235-2855) M11V(IR APPLICftTIf11Y Pcoperty Owner: Qe,~ rZ Property Address: F2 o CTi 5 5 T Plione: 3~~`S Q j S~ 5'} 0 Contractor License No.: Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Dept. Valuation Figure: $ I hereby certi(y that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cityof Wheat Ridge or covenants, easements or restriclions of record; thatall measurements shown, and allegations made are accurate; that I have read aad agree to abide by all conditions printed on this application and that I assume full responsibility for compliancewifh the W heat Ridge Building Code (I.B.C) and all ofher applica6le W heat Ridge Ordinances, for work under this permit Pjans subject to field inspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Taac:$ Total:$ ODD (OWNER)(CONTRACTOR):PRINTEO DATE Use of Space (description): Description of work: rR c - ,zoor Sq. Ft. added N A Expiration Date: Expiration Date: Expiration Date: ApprovaP ApprovaL• Approval: _ (1) This permil was issued in accordance with the provisions sel forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of W heat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. . (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, pmvided no changes have been or will be made in the original plans and specifications and any suspension or abandonmenl has not exceeded one (1) yeac If changes have been or if suspension or abandonmenl exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done lhat will change the natural Flow of water causing a drainage problem. (5) Contraclor shall notify the Buiiding Inspector hvenly-four (24) hours in advance for all inspections and shall.receive written approval on inspection card before proceeding with successive phases of the job. . ..(6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for,nor, an approval of, any violation of the provisions of the building codes or any other ordinance, law, mle or regulation. All plan reviewIs subJect to field inspections. Chief Building Official Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: