The URL can be used to link to this page

Home My WebLink About6480 W 31st Avenuei CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:Ir Job Address: Permit Number: a t ❑ 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 RIDGE Building Inspection Division," (303) 235-2855 Office INSPECTION NOTICE Inspection Type: c--pa�- �L Job Address: 7:1C.t S Permit Number: ` . ❑ No one available for inspection: Time _f� AM/PM Re -Inspection required: Yes(No When corrections are complete, schedule re -inspection online. Date: 112b,12J In A /1 AN. -%9" !' i CITY OF WHEAT RIDGE Building Inspection Division ►/ (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 14 ` S `- Job Address: 7, ! }v r Permit Number: C,e - ("1C- 1 K -C_ - 11 fa. ❑ No one available for inspection: Time 0�1" AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: li ` Inspector:_ DO NOT REMOVE THIS NOTICE � ► � i City of Wheat Ridge Residential Addition PERMIT - 202001118 PERMIT NO: 202001118 ISSUED: 08/18/2020 JOB ADDRESS: 6480 W 31st Ave EXPIRES: 08/18/2021 JOB DESCRIPTION: Construct pop -top addition over existing house, remodel of breezeway and stairs, remodel of two main floor bedrooms to accommodate moving of stairs; install separate heating and AC - 1,250 sq ft total **REVISION: Addition of basement egress window on the north side of the house. Added valuation: $3,750 *** CONTACTS *** OWNER (303)475-7459 CESSAR JOHN J & BRIDGET GC (303)944-4513 BRIAN LUBELL 070111 TURTLE CREEK BUILDERS, INC. SUB (303)755-0876 JASON SANDERS 018909 DELTA T HEATING SUB (303)210-9084 PAUL TRUDELL 020636 P&M PLUMBING INC. SUB (720)581-1857 GREG YOUNG 080136 YOUNG ELECTRICAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 253,750.00 FEES Total Valuation 0.00 Plan Review Fee 11381.48 Use Tax 51328.75 Permit Fee 21125.35 ** TOTAL ** 81835.58 *** 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. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to issuance of a CO, 1 tree(s) shall be planted within the front setback. In addition, less than twenty-five percent (25%) of the gross lot area and no less than one hundred percent (100%) o£ the Front yard shall be landscaped. All landscaping shall be nformance with Section 26-502 of the Zoning and Development Code. All landscaping shall v nstalled r ordance with the approved landscape plan prior to C.O., landscape agreement with Financial guarantee rn the amount o£ 125% o£ the cost o£ the rnstallation shall be required. I, bY tore, do heresy attest that the work to be performed shall comply with all accom yin proved plans and specifications, bppli a�lel�alding codes d all applicable mumci al codes, policies and procedures, and that I am �heplegal owner or have been authonzed y the legal owner of the ' roperty and am authonzed to obtain flus amrt and perform the work descnbed and approved in con'uncfion with trusfpe d�andelltw�olrktotbemis�a�xned. �s�oaeain,�aa�,>.iee a.,aio=ea a��"o••°lnsaocumenta=pda.i,esw aswo�sc�t,ons. per orme pe panying approve p ans an peci Sigrtature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the infoamafion provided' the ami[ applicat'on and accom anying P1. sand specifications and is s ubj ect to the compliance wrth those documentr, and all applicable statutes ordinances, regulations, policies andprocedures. 2. T}us.ped t shto the�date of uaysation. �An ea#epsilon of no more t�heans 180 da�ty' 3 gbestr f �d at the �sc=estiobn of the Clrief B�uil�n pnor pu ys ma gran g Official and may be subject to a fee equal to one-half of the onginal rmit fee. 3. If tlns pemut expses, anew VV ermit may be req d to be obtazned. 1Psauance of a new permit shall be subject to the standard thgmrements, fees and r edures for approval of any new perrmt. Re -issuance or extension of expued perrmts is at the sole discretion of e Chief Builth �g Official and is not guaranteed. q. No work of an shall be perfoamed that shall results in a change. of the natural flow of water without prior ands ed fic a royal. 5. The p tions anddahall not ohfy dor cson eat worksw.ath ut wn'tten aDs�sel of such work finm�thest$a�lidsihed podlic�of aIPre�uire� Division. p=ocee pprov ng an pec ion ermces 6. The issb e code orr anfi� d naanermit shdation of [hist' add'ction. A �t el of workPs�sub� t to � ld ins�ontof any provision of any pphca j y or ce or reg funs pprov lec pec ion. ///�/,✓-✓t/- 08/18/20?A Signature of Chief Building Offic'al Date R8QD85T5 MOST B8 MADE BY 11:59PM ANY BOSIN855 DAY FOR INSPECTION TH8 FOLLOWING BOSIN855 DAY. Randy Slusser From: no-reply@ci.wheatridge.co. us Sent: Tuesday, January 12, 2021 2:15 PM To: CommDev Permits Subject: Online Form Submittal: Revision to Permit Application Categories: Dina Revision to Permit Application Permit Number assigned to 202001118 project PROPERTY INFORMATION Permit Number 20201118 Property Address 6480 W 31 st Ave, Wheat Ridge, CO 80214 Property Owner Name John J. Cessar Property Owner Phone 303-475-2623 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address johncessar@gmail.com CONTRACTOR INFORMATION Contact Name Brian Lubell Contact Phone Number 303-944-4513 (enter WITH dashes, eg 303-123-4567) Contact Email Address thetcb@msn.com Retype Contact Email thetcb@msn.com Address DESCRIPTION OF WORK Detailed Revised Scope of Addition of basement egress window on the north side of the Work - Provide a detailed house. Window will be located on north side of the house, description of the change in western most window. scope of work including mechanical, electrical, 1 plumbing work occurring, adding/removing walls, etc Engineer Letter (if Egress Window structural.pdf applicable) Additional Documents on Field not completed. Letter Size Are plans or documents No locked for editing? Construction Plans scanned Field not completed. on 11"x17" or larger Additional Project Value $3,750 Only add what the revised Added valuation is scope of work is valued at. $3,750 OK Attach City of Wheat Ridge Electronic Payment Form - Revised 5-1-20 Electronic Payment Form - Fillable 202005011620013849 202006081141368198.pdf **DO NOT ATTACH A PICTU RE OF A CREDIT CARD** SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes 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 Yes 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. I attest that everything Yes stated in this application is true and correct and that N falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Submitting Revision John Cessar Email not displaying correctly? View it in your browser. k VICTIM Ew.FEAwREBc,�EwRDDwBwxx.MMeNED {t t --- tOMANDr'°w'°`ENTGROUND 4CSSAFN OR RESCUE m wss�oow URKY WITH THE II a 5g wTHECLEAR HORIZONF�wEFsaxSS k w°r+wR FRONDS MINIMUMOPENING OF UXEISMEU TO BE o'ReirFOis'iovICH ooFx MCHEs 0.l®� DOWINELLEwI1N A VExTiCALCfMx OF MORE w.. xTHAN Atwo FEvu�xEinv ciao DERO e� Tw.i ARE ACCEEs� 01THTHE uwTHE ONSOVAs .n'xubrr. THUS IHOT ENcUMY vEwu INTO THE RE0UI I WwSXINS OFTHE WINI EU BY MORE THAT e INCHES GI SRI US f�WINDOWBL4PLLE84AlE5EMERGENCY p9W W0ENCE8uuE ROENM CE5 ME BOURSES WIM FROVED wxi4x uE CIEMYE f RCM RE ,iESNECxAxAG6E EwTn1T ME USE CF AWRY CR SPECAL bNOWLI OR EFFORT. AND LammMA DETECTORS WeTALLED DwNNSM}2 ANNNw NmmM�n9,B RCw1. w.�DNFmSw.y wApMivw BARN •M.tlx mmpAp BFn NEVAMdMRnF .w,wws,R 3CORNOTERSEEDNIT OF fir✓. THEAREAWAYMAYSERwxDED _ .a, MW w WI a —I I SECTION 'T/f W he:.iRidoo- APPROVED -- Randy Slusser 1/13/2021 ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections ..arww_w.> law u Egress window RyCWniM R .., w wea FmMMax O 1'=1'd' EI 7txM.MmxnMMxx.. L � X...mH •W ,'.i� AY. / iy R+S�OX . D.Tvaam M 8 M Clwitx S-1.0 mr NYdbW III SERUM SMM,. MxMVR. E.m,. W BAM1.OM OMMmowdw,v �.B&mMOmwM vaq+w T,n E.w.M.c ag w.a.nwEm...i LL �ep� �'p W O $$C —INx Ib4YY 61. wWd-N7" wlwn REkX Egress window RyCWniM R .., w wea FmMMax O 1'=1'd' EI 7txM.MmxnMMxx.. L � X...mH •W ,'.i� AY. / iy R+S�OX . D.Tvaam M 8 M Clwitx S-1.0 mr NYdbW i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 01 v- i Q Job Address: iGU IL) s_o Z1<I 0V Permit Number: ,1U, c,� r ❑ No one available for inspection: Time ! z AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: i . ,r) Inspector: DO NOT REMOVE THIS NOTICE December 22.2O2O JQhnC8ssay 6480 W. 31 st Avenue RE: Project #19-030 [}Ba[JQhD: structur-c)Wenpineesing This letter serves to document our structural review of the new addition to the existing residence located at 6480 W. 31" Avenue in Wheat Ridge, Colorado, Our review is based upon the following: * Our limited visual observations during our site visit onDecember 21,2O20. p We are not certified framing inspectors. * Nminvasive testing was performed aapart ofour review. * Our conclusions, recommendations and professional opinions are based upon aocembad general practices warranty '� - • The Structural Construction Documents produced bythis office for the project dabsd/\pM/ 5,2020. The following are our professional opinions regarding the framing inspection review comments: 1. |nfil|ofthe existing stairway opening o1the main level was observed and the 2X1O's used have been installed asrequired on81.1. Thee%istinA' was with existing (2)2X 10's spanning east/west 0Othe north edge of the opening, anew 0 Y2" LVL spanning east/west onthe south edge Ufthe opening and QOexisting /D)2x1O apanningnorth/south onthe west side ofthe opening. The east edge oYth`-'-ening]G auppohed bva 2 x0 atud waU thotaitm mn 1he omim1ing foundati0n. /U! of -- -�-enlbens are prupedymuppo�edwith hangers that are listed inthe schedule oneh----�'' 2. The four step stairway show/nonSI. 1 inthe navvbnaeze�vx@y�arningst ^~~^~°^''gve| has been eUrRiDatadand the opening �rthe stair has been |n�Ued The^^~''�~'''' .f[ann!ngaDd oonOecbonobserved are acceptable. - 3. The breezeway framing atthe main level bears onthe existing concrete a|ab No foundation foo�ngovw*naadded under the beehngwoUsbecause the 1DOOp-mUovwab!e beahMgstress ofthe soil under these uvoUmhas not been exceeded and iaa~^~^teb|e 4. The (5)2x800|uolnused hmsupport the (3)18^LVL beerna1the no�hend "�=pm ' house.Vv8stOf[heanLry`is8cCgptSb|eiMlieu ` ' ofthe/�}�X��|VrDDgh�mn=""e drawings. ` ' ~''~' 5. The 2ply girder truss supportingthe west side of the'��mas --- e masonry wall, �� nm0ppQ��' �a[B2x 6�(Ur�\�'-^ '8�on-~� �� foundation wall ThiGi8�` 'dde. the new Vv P0- 5ox 2352, Evergreen, CO 80437-23-152 P One: 303670.8811 Fax. 303.670,9472 6. The upper stair landing and the breezeway level stair landing framing was observed and is acceptable. 7. The existing garage roof framing was not changed and where needed, roof purlins have been framed to be supported on the new breezeway wall. This is acceptable. If we can be of further assistance, please let us know, Sincerely, MOUNTAIN DESIGN GROUP, 4'*S*4 W. Kenneth W. LaGreca, P.E., R. KWL/bk 1* � A 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: J No one available for inspection: Time AWIjM Re -Inspection required: Yes, No When corrections have been made, schedule for re -inspection online at. http.,IA,vww. ci. wheatridge. co. uslinspection Date:Inspector: DO NOT REMOVE THIS NOTICE o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / r / J�" -17t !, / Job Address: �; j,,Lj, - Z - - Permit Number:nc,-) C Ll No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. 7'� Date:— 3� ® `Inspector: DO NOT REMOVE THIS NOTICE 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 AM/,PM: Re -inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE 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 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 RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address:' Permit Number: f ❑ No one available for inspection: Tim Re -Inspection required: AM/PM When corrections have been made,s�le for re -inspection online at: http://www.cL wheatridge.co, uslinspecgon daZInspec CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE p t i ', / r r 1 Inspection Type: e: 31C 3 ! 3- !��K Job Address: 6—"ts� 611• ., s Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required:; es No When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. whea tridge. co. uslins pec tion Date: Inspector: DO NOT REMOVE THIS NOTICE A ®_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3c� w "� R�Vg-'l 3Z3 ZML Job Address: CVlae-2 Permit Number: ZL; r� / Com+-%.�i{1�• - ccc��l�Ysr� J>,.��f> ❑ No one available for inspection: Time 6A M Re -Inspection required: Yes N"o When corrections have been made, schedule for re -inspection online at: h ttp://www. ci. whea tridge. co. uslinspection Date: Inspector: X'`• /'71. DO NOT REMOVE THIS NOTICE 6480 w 31 st ave Mountain September 14, 2020 John Cessar 6480 W. 31 st Avenue Wheat Ridge, CO 80214 RE: Project #19-030 Dear John: Design Group, structural engineering This letter serves to document our structural review of the foundation wall reinforcing for the remodel and addition to the existing residence located at 6480 W. 31 st Avenue in Wheat Ridge, Colorado. Our review is based upon the following: • Our limited visual observations during our site visit on September 11, 2020. • No invasive testing was performed as part of our review. • Our conclusions, recommendations and professional opinions are based upon accepted general practices and no warranty is either expressed or implied. It is our professional opinion that the foundation wall reinforcing observed has been place in general conformance with the Construction Documents and approved changes for the addition and remodel. If we can be of further assistance, please let us know. Sincerely, MOUNTAIN DESIGN GROUP. LLC Kenneth W. LaGreca, P. E., R.A. KW L/b k Kenn eth LaGr Digitally signed by: Kenneth LaGreca DN: CN = Kenneth LaGreca email = Kenny@mountain designgroup.com C=USO= Mountain Design Group OU = P.E. Date: 2020.09.14 09:22:04 -06'00' P.O. Box 2352, Evergreen, CO 80437-2352 Phone: 303.670.8811 Fax: 303.670.9472 Permit # 202001118 Mountain Design Group, LLC architecture • structural engineering November 09, 2020 John Cessar 6480 W. 31 st Avenue Wheat Ridge, CO 80214 RE: Project #19-030 Dear John: This letter serves to document our structural review of the new addition to the existing residence located at 6480 W. 31" Avenue in Wheat Ridge, Colorado. Our review is based upon the following: • Our limited visual observations during our site visit on November 6, 2020. • We are not certified framing inspectors. • No invasive testing was performed as part of our review. • Our conclusions, recommendations and professional opinions are based upon accepted general practices and no warranty is either expressed or implied. • The Structural Construction Documents produced by this office for the project dated April 5, 2020. The following are our professional opinions regarding the contractor requested changes. • Low roof soffit framing west of the entry, it is acceptable on Detail 8/S2.0 to add an L50 to the interior end of the 2 x 6 framing. • Add a 2"x2" "V" notch at the top of each 2x blocking between roof trusses along the east wall of the addition. This is for roof/soffit venting. • The 15/32" OSS roof sheathing as installed is acceptable. • Detail 2/S2.0 a CS16'x6" long strap at 32" OC is acceptable in lieu of L30 @ 24" OC shown. • (2)-2x8 headers at main level headers are acceptable. • At the north and south gable ends, it is acceptable to change the continuous 2x6 stud rake wall to a step down truss on 8"x0 stud wall, by adding the 2x4 diagonal @4'-0 OC braces as shown on truss manufacturer truss drawings. • Detail 4/SO.0, it is acceptable to add an L30 each side of the 2x6 lookouts to compensate for the shorter back span. If we can be of further assistance, please let us know. Sincerely, �cENSF 11 MOUNTAIN DESIGN G GR ,�:L'6 Fc'. UJ U o � 2 11A Kennet LaGreca, R.k.. p�OFESS��P KW Ubk P.O. Box 2352, Evergreen, CO 80437-2352 Phone: 303.670.881 1 Fax: 303.670.9472 Permit # 202001118 I�7 Mountain Design Group, LLC architecture • structural engineering September 9, 2020 John Cessar 6480 W. 31 st Avenue Wheat Ridge, CO 80214 RE: Project #20-030 Dear John: This letter serves to document our structural review of the foundation footing reinforcing for the remodel and addition to the existing residence located at 6480 W. 31St Avenue in Wheat Ridge, Colorado. Our review is based upon the following: • Our limited visual observations during our site visit on September 2, 2020. • No invasive testing was performed as part of our review. • Our conclusions, recommendations and professional opinions are based upon accepted general practices and no warranty is either expressed or implied. It is our professional opinion that the footing reinforcing observed has been place in general conformance with the Construction Documents and approved changes for the addition and remodel. If we can be of further assistance, please let us know. Sincerely, MOUNTAIN DESIGN GROUP, LLC Kenneth W. LaGreca, P. E., R.A. KWL/bk Digitally signed by: KenneKenneth LaGreca DN: CN = Kenneth P.O. Box 2352, Evergreen, CO 80437-2352 Phone: 303.670.881 1 Fox: 303.670.9472 LaGreca email = thKenny@mountain designgroup.com C=USO= LaGreMountain Design Group OU = P.E. Ca Date: 2020.09.10 16:25:22 -06'00' P.O. Box 2352, Evergreen, CO 80437-2352 Phone: 303.670.881 1 Fox: 303.670.9472 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 1 ai ❑ No one available for inspection: Time'i'AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci, wheatridge, co. uslinspection Date: Inspector: . DO NOT REMOVE THIS NOTICE 6480 w 31st ave �� H 0 RVAT September 22, 2020 Bridget and John Cessar 6480 W. 315' Avenue Wheat Ridge, CO 80214 Re: Construction Documents North Arrow on Plans Cessar Residence Addition 6480 W. 315' Avenue Bridget and John, I am writing this letter regarding the north arrow in the title block for the construction documents. The north arrow in the title block should rotate clockwise 90 degrees to point to the right hand border of the drawings to align with true north. The orientation of the existing house, garage, site and addition remains unaffected. Please do not hesitate to call me with any questions you may have with regards to this letter. Sincerely, Daniel J. Horvat Horvat Architects Colorado Limited Liability Company Al��c�9-� COD L JAMES to ORVAT S'a DA 6607 S. Forest Way Unit b Centennial, CO 80121 V: 303.523.3030 e: dan@horvatarch.com CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type - Job Address: Permit Number: D Q_:� Q-) r r q 0, Ll No one available for inspection: Time AM/PM i Re -Inspection required: Y6,s No When corrections have been made, schedule for re -inspection online at: httpAww. ci. wheatridge. co. uss/inspection Date:—/ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge "r 4 Residential Asbestos Abatement PERMIT - 202001667 PERMIT NO: 202001667 ISSUED: 08/21/2020 JOB ADDRESS: 6480 W 31st Ave EXPIRES: 08/21/2021 JOB DESCRIPTION: Asbestos abatement - 1,900 sq ft total *** CONTACTS *** OWNER (303)475-7459 CESSAR JOHN J & BRIDGET SUB (303)856-5980 ELOY ESCAMILLA, JOSE MONZALVO 202194 EXTREME ENVIRONMENTAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,700.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I 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 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 issu ce or grantindof a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic a od or any nance 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. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Friday, August 21, 2020 4:24 PM To: CommDev Permits Subject: Online Form Submittal: Asbestos Abatement Categories: Kim Asbestos Abatement This application is exclusively for RESIDENTIAL ASBESTOS ABATEMENT YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for residential asbestos abatement? Provide copy of CDPHE State Permit or Stamped Approved CDPHE State Permit Application Yes 6480 W 31st Ave, Wheat Ridge, CO 80214.pdf PROPERTY INFORMATION Property Address Property Owner Name 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** 6480 W. 31st Ave. Wheat Ridge, Co 80214 John Cessar 303-475-2623 johncessar@gmail.com Electronic Payment Form.pdf 1 CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Extreme Environmental Services 202194 303-856-5980 Contractor Email Address imonzalvo.ees@gmail.com Retype Contractor Email imonzalvo.ees@gmail.com Address DESCRIPTION OF WORK State Permit No. or 07/20/2020 Application Approval Date with Initials of CDPHE Employee approving application. Location of Abatement Through out house Square Footage Area of 1,900sgft Abatement Has the abatement been Yes completed If abatement has been Final Air Clearance Final Report 8.14.20.pdf completed, upload the clearance report. Project Value (contract $12,700.00 value or cost of ALL 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 0) 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Ignacio Monzalvo 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. °F Cow '876 Colorado Department of Public Health and Environment ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. Single Family Residential Dwelling (SFRD) > 50 LF or 32 SF or a 55 -gal. drum, buts 260 LF or 160 SF ora 55 -gallon drum Public and Commercial Building, School, and Single -Family Residential Dwellin : > 260 LF or 160 SF ora 55 -gallon drum submit form to. Permit Coordinator Colorado Dept of Public Health code 200 1 � $0 Courtesy Notice code 100 1 — $0 Courtesy Notice code 205 1 — $60 Non -Public Access Notice (Opt Out code 105 1 — $80 Non -Public Access Notice and Environment code 210 1 — $60 Notice code 110 1 m $80 Notice 4300 Cherry Creek Drive South code 230 1 ® $180 30 -Day Permit code 130/232 1 — $400 30 -Da P&C/SFRD Permit Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 3D3-782-0278 asbeatos@state.co.us code 290 1 _ $300 90 -Day Permit code 190/292 1 — $800 90 -Da P&C/SFRD Permit code 265 — $420 365 -Day Permit I code 165/267 1 — $1200 365 -Day P&C/SFRD Permit [ code 180/280 ] m $55 Notice or Permit Transfer [ code 177 ] e $80 Phase of Multiple Phase Permit # Abatement Contractor Abatement Site Building Owner Company Name Building Name Owner Name Extreme Environmental Services LLC Residence John Cessar Street Address Specify location in the building where work will take place (e.g. Floor, room, wing, etc.) Contact 4333 Andes St House John Cessar City State Zip code Street Address Street Address Denver CO 80249 I 6480 W. 31e Ave. 6480 W.31.rAve Telephone # Fax # City County Zip code City State Zip code 720 829-3879 Wheatrid a Jefferson 80214 Wheatrid a Cc 80214 Project Supervisor CO. Cert # Building Contact Cell Phone # Telephone # Fax # Eloy Escamilla 8596 John Cessar 303 475-2623 303 475.2623 Project Personnel Project Information Disposal Site CO Project Mgr. Name Start Date End Date Landfill Name N/A 08/10/2020 08/24/2020 Denver Arapahoe Disposal Site Cell Phone # CO Project Designer # Start Time End Time Street Address ( ) 7;00 AM PM AM 4;30 PM 3500 Gunn Club Road CO Project Designer Name Check the day(s) of operation: Su M Tu W Th F Sa City State Zip code Aurora CO 80011 Cell Phone # CO Project Designer # Emergency?Y_ Type of ACM: TSI, Texture, VAT, etc. CDPHE Use Only N_ all Consulting Firm Name Registration # Linear Feet /Type Square Feet/ Type 55 gal. Drums Postmark or Deliv pD Elevation Environmental LLC 25621 1,900s ft a, wee snenzuaspR Mza, m2a ANHOVED „ .�. A.M.S. Name Form of Payment & # cc 6690 - $400 PM req'd?a Jonathon Milano D al y � W W Cell Phone # CO A.M.S. Cert # 1 Permit # Record # Date Issued: 678 232-8988 24795 rredbe ueburrue uerow ute worn pracuces anu proceoures to De employea In conaucung me aoatement or asDestos. rtt hetulmu. Indicate type(s) of ACBM to be abated (e.g. VAT, ceiling tile, TSI, etc.). Use another page if necessary. Extreme Environmental Services,LLC will remove and dispose of approximately 1,900sgft of drywall ceiling and walls throughout house.The removal will be done inside a full containment under negative pressure pulling a minimum of -.02 inches of W.G A decon and direct loadout will be attached to the containment and will remain until final air clearance pass. The materials will be adequetly wet with ammended water using an airless sprayer. The tools of choice for removal will be hammers and crow bars From: AANPA08 R-.01/30/2008 •040440 ENVIRONMENTAL CONSULTING August 17, 2020 John Cessar 6480 W. 31 St Ave. Wheat Ridge, Colorado 80214 RE: Limited Asbestos Building Inspection 6480 W. 31St Ave. — Denver, Colorado 80214 Dear Mr. Cessar; As requested, Dynamic Environmental Consulting, LLC (DEC) performed final air clearances and visual inspections for your asbestos abatement project at the above referenced address on August l&h, of 2020. Final clearance was performed following the removal of asbestos containing drywall throughout the main level at the above referenced property. Samples were collected by a Colorado Certified Air Monitoring Specialist (AMS). Samples were analyzed onsite using a satellite laboratory under Air Quality Analysis certified by the American Industrial Hygiene Association. AQA- AIHA Certificate number is 273822. The analysis was performed by the AMS, a Proficiency Analytical Testing (PAT) certified microscopist, utilizing Phase Contrast Microscopy (PCM). Removal and disposal of the asbestos containing material was Extreme Environmetnal . This report details the fieldwork completed and analytical results of samples collected. 1.0 FIELD ACTIVITIES Visual Inspections Prior to collecting air samples for clearances a post abatement final visual inspection was conducted to verify the asbestos containing material was removed or sealed as specified, and that the containment was free from visible dust and debris. With only critical barriers in place and the HEPA air filtration unit still in operation, the air monitoring specialist (AMS) conducted a thorough visual inspection of the regulated work area. Careful examinations of all areas within the containment where debris and water could accumulate and be concealed were thoroughly inspected. If any area had visible dust or debris, the contractor was required to perform the necessary re -cleaning until the area met the final visual inspection criteria. Once the containment met the visual criteria aggressive final air clearance sampling was performed. Aggressive Method Final air clearance was conducted using aggressive techniques as outlined in Appendix A of the EPA Asbestos Hazard Emergency Response Act (AHERA) regulation (40 CFR Part 763), and as referenced in CDPHE Regulation No. 8 Part B Asbestos. Aggressive sampling consists of agitating the air using a leaf blower with 1 horsepower, on low, for five (5) minutes for every 1,000 square feet of floor space and one (1) stationary box fan per 10,000 cubic feet of volume in containment. For each work area one (1) box fans was strategically placed within the containment and the leaf blower was used five (5) minutes. Air Sampling Following the aggressive protocol activities, five (5) air samples were then collected throughout the containment, using variable high volume pumps. Flow rates of each pump were established and checked with a calibrated flow meter before and after the collection of each sample using a rotameter (secondary standard) traceable to a primary standard. Air samples were collected by drawing air through 25mm mixed cellulose ester membrane (Millipore 0.8 MCEF) filter, housed in three-piece cassettes and equipped with 50mm electrically conductive extension cowls. A pre and post calibration of each sample pump was documented and an average flow rate was calculated and used in the final analysis of each sample collected. Calculations used in the final analysis combine the average flow rate (LPM), the total sample time and the volume of air collected. PCM Analysis All air samples collected were analyzed onsite by the AMS under Air Quality Analysis, LLC using the Phase Contrast Microscopy (PCM) NIOSH 7400 Method. Samples were analyzed for airborne fibers using a positive Phase -Contrast microscope equipped with a Walton -Beckett graticule (type G-22 for "A counting Rules"). Only fibers greater than 5 microns in length with a length -width (aspect) ratio equal to or greater than 3:1 were counted. A total fiber count for each sample filter was divided by their respective sample volumes. The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (fibers/cc). The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (f/cc). PCM is not asbestos specific as it counts total fibers, which shows worse case situation because all fibers are counted (carpet, cloth, hair, paper, asbestos, etc.). Final Clearance Criteria An asbestos abatement action is considered complete when the results of samples collected within the abatement work area and analyzed by PCM using the NIOSH Method 7400 show that the concentration of fibers for each of the five samples collected is equal to or less than, 0.01 f/cc. The is the level the EPA and the Air Quality Control Commission (CDPHE) requires all samples to be equal to or less than in order to have an area released to the public. All final air samples collected for this project have met the clearance criteria and the containment can be Dismantled, and the area returned for normal occupancy. 2.0 FINDINGS AND CONCLUSIONS Analytical results from the area sampled during final clearance testing had fiber counts of 0.01f/cc (fibers per cubic centimeter of air) or less. This is the level the EPA and the State of Colorado Air Quality Control Commission requires all samples to be equal to, or less than, prior to releasing an area for public occupancy. Based on visual observations, documentation review and air sample results, it is the opinion of DEC that the air quality within your work areas were in compliance with regulatory and industry standards at the time the sampling was conducted. 3.0 LIMITATIONS The PCM final air clearance was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings and/or conclusions expressed in this report are based on conditions observed during our testing of the areas in question. The information contained in this report is relevant to the date on which the PCM fi-nal air clearance was performed and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. DEC 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. No warranty, express or implied is made. A copy of the PCM Final Air Clearance sheet is attached. Should you have any questions concerning this project, please do not hesitate to contact our office at (720) 471-8435 Sincerely, Dynamic Environmental Consulting, LLC Matthew Hurley Colorado Air Monitoring Specialist #10533 Sample Data Sheet 3 Air Samples Project #: 081420-2 Sample Date: 081420-1 Analysis Date: 08/14120 Report Date: 08/14120 RI -1, Avc- = RRI Client Sample ID DEC 5176 Clay Street Sample Type Denver CC 80221 Client Name: John Cessar Project Name/Job# 081420-1 Project Location: 6480 W. 31st Ave. Fibers/cc Denver, CC 80214 Air Samples Project #: 081420-2 Sample Date: 081420-1 Analysis Date: 08/14120 Report Date: 08/14120 RI -1, Avc- = RRI Client Sample ID Activity/Location Namelld#/RespiratorType Sample Type Pump ID Flow Rate (LPM) Start End Avg Run ing Time Start Stop Total Minutes Volume Liters Fibers Fields Fibers/ mm2 Fibers/cc 6480-01 SE Main Floor House PCM NA 13.79 13.79 13.79 12:32 PM 1:33 PM 61 841.19 6.5 100 8.280255 0.0038 6a80-02 NE Main Floor House PCM NA 13.79 13.79 13.79 12:34 PM 1:34 PM 60 827.4 9 100 8 0.0037 6480-03 Center Main Floor House PCM NA 13.79 13.79 13.79 12:37 PM 1:36 PM 59 813.61 6 100 7.643312 0.0036 6480-04 SW Main Floor House PCM NA 13.79 13.79 13.79 12:39 PM 1:37 PM 58 799.82 8 100 10.19108 0.0049 baso -os NW Main Floor House PCM NA 13.79 13.79 13.79 12:40 PM 1:39 PM 59 813.61 7 100 8.917797 0.0042 6480-06 Lab Blank PCM - - 0 0 0 100 0 0.0000 6480-07 Field Blank PCM - - 0 0 0 100 0 0.0000 ,AMPLE TYPE Final Air Clearance ACTIVITY None RESPIRATOR TYPE 11401`115 O=load out IWA=inside work area NAE=negative air exhaust PREP=site prep. DEMO=Demolition HM= half mask APR=air purifying respirator SOBA=seH contained breathing 1LK= blank OWA= outside work area CR= clean room GLBG=glovebag CLN=clean up FF -full face SA=supplied air apparatus 'C=clearance BGD=background EXC=excursion GREM=gross removal EXC=excursion P=powered PD=pressure demand NOTES Final Air Clearance following drywall removal throughout main floor Analyzed By: Signature: Matt Hurley Air Samples Project #: 081420-2 Sample Date: 081420-1 Analysis Date: 08/14120 Report Date: 08/14120 RI -1, Avc- = RRI Client Sample ID DEC 5176 Clay Street Sample Type Denver CC 80221 Client Name: John Cessar Project Name/Job# 081420-1 Project Location: 6480 W. 31st Ave. Fibers/cc Denver, CC 80214 Air Samples Project #: 081420-2 Sample Date: 081420-1 Analysis Date: 08/14120 Report Date: 08/14120 RI -1, Avc- = RRI Client Sample ID Activity/Location Namelld#/RespiratorType Sample Type Pump ID Flow Rate (LPM) Start End Avg Run ing Time Start Stop Total Minutes Volume Liters Fibers Fields Fibers/ mm2 Fibers/cc 6480-01 SE Main Floor House PCM NA 13.79 13.79 13.79 12:32 PM 1:33 PM 61 841.19 6.5 100 8.280255 0.0038 6a80-02 NE Main Floor House PCM NA 13.79 13.79 13.79 12:34 PM 1:34 PM 60 827.4 9 100 8 0.0037 6480-03 Center Main Floor House PCM NA 13.79 13.79 13.79 12:37 PM 1:36 PM 59 813.61 6 100 7.643312 0.0036 6480-04 SW Main Floor House PCM NA 13.79 13.79 13.79 12:39 PM 1:37 PM 58 799.82 8 100 10.19108 0.0049 baso -os NW Main Floor House PCM NA 13.79 13.79 13.79 12:40 PM 1:39 PM 59 813.61 7 100 8.917797 0.0042 6480-06 Lab Blank PCM - - 0 0 0 100 0 0.0000 6480-07 Field Blank PCM - - 0 0 0 100 0 0.0000 ,AMPLE TYPE Final Air Clearance ACTIVITY None RESPIRATOR TYPE 11401`115 O=load out IWA=inside work area NAE=negative air exhaust PREP=site prep. DEMO=Demolition HM= half mask APR=air purifying respirator SOBA=seH contained breathing 1LK= blank OWA= outside work area CR= clean room GLBG=glovebag CLN=clean up FF -full face SA=supplied air apparatus 'C=clearance BGD=background EXC=excursion GREM=gross removal EXC=excursion P=powered PD=pressure demand NOTES Final Air Clearance following drywall removal throughout main floor Analyzed By: Signature: Matt Hurley City of Wheat Ridge "r 4 Residential Asbestos Abatement PERMIT - 202001667 PERMIT NO: 202001667 ISSUED: 08/21/2020 JOB ADDRESS: 6480 W 31st Ave EXPIRES: 08/21/2021 JOB DESCRIPTION: Asbestos abatement - 1,900 sq ft total *** CONTACTS *** OWNER (303)475-7459 CESSAR JOHN J & BRIDGET SUB (303)856-5980 ELOY ESCAMILLA, JOSE MONZALVO 202194 EXTREME ENVIRONMENTAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,700.00 FEES Asbestos Abatement 50.00 Total Valuation 0.00 ** TOTAL ** 50.00 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanyingg approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include al I 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 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 issu ce or grantindof a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applic a od or any nance 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. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Friday, August 21, 2020 4:24 PM To: CommDev Permits Subject: Online Form Submittal: Asbestos Abatement Categories: Kim Asbestos Abatement This application is exclusively for RESIDENTIAL ASBESTOS ABATEMENT YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for residential asbestos abatement? Provide copy of CDPHE State Permit or Stamped Approved CDPHE State Permit Application Yes 6480 W 31st Ave, Wheat Ridge, CO 80214.pdf PROPERTY INFORMATION Property Address Property Owner Name 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** 6480 W. 31st Ave. Wheat Ridge, Co 80214 John Cessar 303-475-2623 johncessar@gmail.com Electronic Payment Form.pdf 1 CONTRACTOR INFORMATION Contractor Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Extreme Environmental Services 202194 303-856-5980 Contractor Email Address imonzalvo.ees@gmail.com Retype Contractor Email imonzalvo.ees@gmail.com Address DESCRIPTION OF WORK State Permit No. or 07/20/2020 Application Approval Date with Initials of CDPHE Employee approving application. Location of Abatement Through out house Square Footage Area of 1,900sgft Abatement Has the abatement been Yes completed If abatement has been Final Air Clearance Final Report 8.14.20.pdf completed, upload the clearance report. Project Value (contract $12,700.00 value or cost of ALL 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 0) 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 been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Ignacio Monzalvo 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. °F Cow '876 Colorado Department of Public Health and Environment ASBESTOS ABATEMENT NOTIFICATION and PERMIT APPLICATION FORM FEE MUST ACCOMPANY THIS FORM. INCOMPLETE APPLICATIONS WILL BE RETURNED. Single Family Residential Dwelling (SFRD) > 50 LF or 32 SF or a 55 -gal. drum, buts 260 LF or 160 SF ora 55 -gallon drum Public and Commercial Building, School, and Single -Family Residential Dwellin : > 260 LF or 160 SF ora 55 -gallon drum submit form to. Permit Coordinator Colorado Dept of Public Health code 200 1 � $0 Courtesy Notice code 100 1 — $0 Courtesy Notice code 205 1 — $60 Non -Public Access Notice (Opt Out code 105 1 — $80 Non -Public Access Notice and Environment code 210 1 — $60 Notice code 110 1 m $80 Notice 4300 Cherry Creek Drive South code 230 1 ® $180 30 -Day Permit code 130/232 1 — $400 30 -Da P&C/SFRD Permit Denver, CO 80246-1530 Phone: 303-692-3100 Fax: 3D3-782-0278 asbeatos@state.co.us code 290 1 _ $300 90 -Day Permit code 190/292 1 — $800 90 -Da P&C/SFRD Permit code 265 — $420 365 -Day Permit I code 165/267 1 — $1200 365 -Day P&C/SFRD Permit [ code 180/280 ] m $55 Notice or Permit Transfer [ code 177 ] e $80 Phase of Multiple Phase Permit # Abatement Contractor Abatement Site Building Owner Company Name Building Name Owner Name Extreme Environmental Services LLC Residence John Cessar Street Address Specify location in the building where work will take place (e.g. Floor, room, wing, etc.) Contact 4333 Andes St House John Cessar City State Zip code Street Address Street Address Denver CO 80249 I 6480 W. 31e Ave. 6480 W.31.rAve Telephone # Fax # City County Zip code City State Zip code 720 829-3879 Wheatrid a Jefferson 80214 Wheatrid a Cc 80214 Project Supervisor CO. Cert # Building Contact Cell Phone # Telephone # Fax # Eloy Escamilla 8596 John Cessar 303 475-2623 303 475.2623 Project Personnel Project Information Disposal Site CO Project Mgr. Name Start Date End Date Landfill Name N/A 08/10/2020 08/24/2020 Denver Arapahoe Disposal Site Cell Phone # CO Project Designer # Start Time End Time Street Address ( ) 7;00 AM PM AM 4;30 PM 3500 Gunn Club Road CO Project Designer Name Check the day(s) of operation: Su M Tu W Th F Sa City State Zip code Aurora CO 80011 Cell Phone # CO Project Designer # Emergency?Y_ Type of ACM: TSI, Texture, VAT, etc. CDPHE Use Only N_ all Consulting Firm Name Registration # Linear Feet /Type Square Feet/ Type 55 gal. Drums Postmark or Deliv pD Elevation Environmental LLC 25621 1,900s ft a, wee snenzuaspR Mza, m2a ANHOVED „ .�. A.M.S. Name Form of Payment & # cc 6690 - $400 PM req'd?a Jonathon Milano D al y � W W Cell Phone # CO A.M.S. Cert # 1 Permit # Record # Date Issued: 678 232-8988 24795 rredbe ueburrue uerow ute worn pracuces anu proceoures to De employea In conaucung me aoatement or asDestos. rtt hetulmu. Indicate type(s) of ACBM to be abated (e.g. VAT, ceiling tile, TSI, etc.). Use another page if necessary. Extreme Environmental Services,LLC will remove and dispose of approximately 1,900sgft of drywall ceiling and walls throughout house.The removal will be done inside a full containment under negative pressure pulling a minimum of -.02 inches of W.G A decon and direct loadout will be attached to the containment and will remain until final air clearance pass. The materials will be adequetly wet with ammended water using an airless sprayer. The tools of choice for removal will be hammers and crow bars From: AANPA08 R-.01/30/2008 •040440 ENVIRONMENTAL CONSULTING August 17, 2020 John Cessar 6480 W. 31 St Ave. Wheat Ridge, Colorado 80214 RE: Limited Asbestos Building Inspection 6480 W. 31St Ave. — Denver, Colorado 80214 Dear Mr. Cessar; As requested, Dynamic Environmental Consulting, LLC (DEC) performed final air clearances and visual inspections for your asbestos abatement project at the above referenced address on August l&h, of 2020. Final clearance was performed following the removal of asbestos containing drywall throughout the main level at the above referenced property. Samples were collected by a Colorado Certified Air Monitoring Specialist (AMS). Samples were analyzed onsite using a satellite laboratory under Air Quality Analysis certified by the American Industrial Hygiene Association. AQA- AIHA Certificate number is 273822. The analysis was performed by the AMS, a Proficiency Analytical Testing (PAT) certified microscopist, utilizing Phase Contrast Microscopy (PCM). Removal and disposal of the asbestos containing material was Extreme Environmetnal . This report details the fieldwork completed and analytical results of samples collected. 1.0 FIELD ACTIVITIES Visual Inspections Prior to collecting air samples for clearances a post abatement final visual inspection was conducted to verify the asbestos containing material was removed or sealed as specified, and that the containment was free from visible dust and debris. With only critical barriers in place and the HEPA air filtration unit still in operation, the air monitoring specialist (AMS) conducted a thorough visual inspection of the regulated work area. Careful examinations of all areas within the containment where debris and water could accumulate and be concealed were thoroughly inspected. If any area had visible dust or debris, the contractor was required to perform the necessary re -cleaning until the area met the final visual inspection criteria. Once the containment met the visual criteria aggressive final air clearance sampling was performed. Aggressive Method Final air clearance was conducted using aggressive techniques as outlined in Appendix A of the EPA Asbestos Hazard Emergency Response Act (AHERA) regulation (40 CFR Part 763), and as referenced in CDPHE Regulation No. 8 Part B Asbestos. Aggressive sampling consists of agitating the air using a leaf blower with 1 horsepower, on low, for five (5) minutes for every 1,000 square feet of floor space and one (1) stationary box fan per 10,000 cubic feet of volume in containment. For each work area one (1) box fans was strategically placed within the containment and the leaf blower was used five (5) minutes. Air Sampling Following the aggressive protocol activities, five (5) air samples were then collected throughout the containment, using variable high volume pumps. Flow rates of each pump were established and checked with a calibrated flow meter before and after the collection of each sample using a rotameter (secondary standard) traceable to a primary standard. Air samples were collected by drawing air through 25mm mixed cellulose ester membrane (Millipore 0.8 MCEF) filter, housed in three-piece cassettes and equipped with 50mm electrically conductive extension cowls. A pre and post calibration of each sample pump was documented and an average flow rate was calculated and used in the final analysis of each sample collected. Calculations used in the final analysis combine the average flow rate (LPM), the total sample time and the volume of air collected. PCM Analysis All air samples collected were analyzed onsite by the AMS under Air Quality Analysis, LLC using the Phase Contrast Microscopy (PCM) NIOSH 7400 Method. Samples were analyzed for airborne fibers using a positive Phase -Contrast microscope equipped with a Walton -Beckett graticule (type G-22 for "A counting Rules"). Only fibers greater than 5 microns in length with a length -width (aspect) ratio equal to or greater than 3:1 were counted. A total fiber count for each sample filter was divided by their respective sample volumes. The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (fibers/cc). The resulting concentrations were expressed in terms of total fibers per cubic centimeter of air (f/cc). PCM is not asbestos specific as it counts total fibers, which shows worse case situation because all fibers are counted (carpet, cloth, hair, paper, asbestos, etc.). Final Clearance Criteria An asbestos abatement action is considered complete when the results of samples collected within the abatement work area and analyzed by PCM using the NIOSH Method 7400 show that the concentration of fibers for each of the five samples collected is equal to or less than, 0.01 f/cc. The is the level the EPA and the Air Quality Control Commission (CDPHE) requires all samples to be equal to or less than in order to have an area released to the public. All final air samples collected for this project have met the clearance criteria and the containment can be Dismantled, and the area returned for normal occupancy. 2.0 FINDINGS AND CONCLUSIONS Analytical results from the area sampled during final clearance testing had fiber counts of 0.01f/cc (fibers per cubic centimeter of air) or less. This is the level the EPA and the State of Colorado Air Quality Control Commission requires all samples to be equal to, or less than, prior to releasing an area for public occupancy. Based on visual observations, documentation review and air sample results, it is the opinion of DEC that the air quality within your work areas were in compliance with regulatory and industry standards at the time the sampling was conducted. 3.0 LIMITATIONS The PCM final air clearance was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings and/or conclusions expressed in this report are based on conditions observed during our testing of the areas in question. The information contained in this report is relevant to the date on which the PCM fi-nal air clearance was performed and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. DEC 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. No warranty, express or implied is made. A copy of the PCM Final Air Clearance sheet is attached. Should you have any questions concerning this project, please do not hesitate to contact our office at (720) 471-8435 Sincerely, Dynamic Environmental Consulting, LLC Matthew Hurley Colorado Air Monitoring Specialist #10533 Sample Data Sheet 3 � ► � i City of Wheat Ridge Residential Addition PERMIT - 202001118 PERMIT NO: 202001118 ISSUED: 08/18/2020 JOB ADDRESS: 6480 W 31st Ave EXPIRES: 08/18/2021 JOB DESCRIPTION: Construct pop -top addition over existing house, remodel of breezeway and stairs, remodel of two main floor bedrooms to accommodate moving of stairs; install separate heating and AC - 1,250 sq ft total *** CONTACTS *** OWNER (303)475-7459 CESSAR JOHN J & BRIDGET GC (303)944-4513 BRIAN LUBELL 070111 TURTLE CREEK BUILDERS, INC. SUB (303)755-0876 JASON SANDERS 018909 DELTA T HEATING SUB (303)210-9084 PAUL TRUDELL 020636 P&M PLUMBING INC. SUB (720)581-1857 GREG YOUNG 080136 YOUNG ELECTRICAL SERVICES *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 250,000.00 FEES Total Valuation 0.00 Plan Review Fee 11364.71 Use Tax 51250.00 Permit Fee 21099.55 ** TOTAL ** 81714.26 *** 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. As part of the foundation inspections and PRIOR TO proceeding with any further construction/inspections, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements of the City. Prior to issuance of a CO, l tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall ve installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125°% of the cost of the installation shall be required. I, by my signatu e, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable build ng codes, and all applicable mu icipal codes, policies and procedu es, 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 conjunctton with this ermrt. I further attest that I am leggally authorized to include all entities named within this document as parties to the work to be performed and that all work to be pertormed is disclosed n this document and or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) 1. This permit was issued based on the information provided in the subectto the compliance with those documents, and all applical 2. This.permit shall expire 365 days after the date of.issuance rega received prior to the date of expiration. An extension of no more Officlal and may be subiect to a fee equal to one-half of the one 3. dtober any new Date rmit application and accompanying plans and specifications and is statutes, ordinances, regulations, policies and procedures. ss of activity. Requests for extension must be made in writing and an 180 days made be granted at the discretion of the Chief Building 1 ermitfee. If of a new permit shall be subject to the standard Re -issuance or extension of expired permits is at the sole discretion of the unlet bunging utnciai ano is not guarantees. 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. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Addition to Existing Building Date: Monday, June 15, 2020 2:41:46 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 - 6480 W. 31 st Ave. - Availability Letter. odf Field not completed. PROPERTY INFORMATION Property Address 6480 W. 31stAve. Property Owner Name John and Bridget Cessar 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" 3034757459 mybuddybridge@gmail.com APPLICANT INFORMATION Applicant Name John Cessar What is your role in the Property Owner project? house footprint. Included will be 3 bedrooms and 2 full Contact Phone Number 303-475-7459 (enter WITH dashes, relocating the laundry room from the basement to the new eg 303-123-4567) addition. New stairs will be built and current stairs to the Contact Email Address mybuddybridge@gmail.com for Plan Review accommodate the addition, but nothing will be added to it. A Comments separate heating and AC unit will be installed in the addition and Retype Contact Email mybuddybridge@gmail.com Address Second story addition over existing house, remodel of breezeway DESCRIPTION OF WORK Detailed Scope of We will be going up with an additional floor above our current Work - Provide use of house footprint. Included will be 3 bedrooms and 2 full addition (i.e. master bathrooms, one of which will be a master suite. We will also be bedroom with master relocating the laundry room from the basement to the new bathroom); Indicate addition. New stairs will be built and current stairs to the mechanical, electrical, basement will be relocated. The breezeway will be raised to plumbing scopes accommodate the addition, but nothing will be added to it. A separate heating and AC unit will be installed in the addition and all new electrical and plumbing will be installed. Location of Work Second story addition over existing house, remodel of breezeway and stairs, remodel of two main floor bedrooms to accommodate moving of stairs. New roof over new addition. Square Footage of 1250 Addition Upload Soils Report if Geotechnical Fngineer ino Fvaluation ndf Addition is over 500 sq ft. Engineering Letters, Cessar Undated Manual J.D.S Reoorts.odf Energy Calcs and Other Letter Size Attachments Construction Plans Arch and Struct 6480W31Ave ndf scanned on 11'x17" or larger Provide Passcode for Field not completed. Plans if locked Project Value (contract 250,000.00 1$250,000 OK - R.S. value or cost of ALL 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 John Cessar 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. *Dsl R RI 2 SNVIRONI,Si CONSULTING Ione 10, 2020 ABATEMENT CONTARCTOR REQUE2ED -R. S. John Cessar 6480W 3l't Ave Meat Ridge, Colorado 80214 RE: Limited Asbestos Huilding Iuapectiou 6480 W.31a Ave.—Donvm, Colorado 80214 DearMr. Cessar Dynamic Environmental Consulting LLC (DEC) is pleased to submit His report summarizing our limited Asbestos Containing Materials (ACM) inspection at He above referenced address. This report details the fieldwork completed and analytical results of samples collected It is our understanding that you are planning renovation activihes at He above referenced address Per He United States Environmental Protection Agency (EPA) procedures published in Code of Federal Regulations (CFR) The 40 Part 763, Subpart E — Aebeerouonesining Matsrlols in Schools and Colorado Regulation 8 (Regmahon 8), suspect Asbestos Containing Building Materials (ACBM) must be properly sampled and analyzed prior to any renovation or demolition achvihes. The purpose ofthis sampling was to evaluate forthe presence of any ACM in He areas identified The inspection was conducted in accordance with Regulation 8. These inspection protocols specify requirements for He inspector (Section 763.85), laboratory (Section 763.87), and number of samples collected during an inspection (Section 763.86). 1.0 FMLDACTMTMS The inspection was conducted by a Colorado State Certified Asbestos Building Inspector on May 29m, 2020. This inspection involved identification and sampling of suspect ACM at He above referenced property. Bulk samples of suspect ACM were collected by the Inspector in general conformance with Asbestos Hazardous Emergency Response Act (AHERA) protocols a outlined in Colorado Department of Public Health and Environment (CDPHM Regulation 8� Random samples of suspect materials were collected in each homogeneous area (see Table 1— Homogeneous Materials Table). Samples were placed in sealable containers and labeled with unique sample numbers using an indelible marker. 2.0 LARORATORY ANALYSIS Fourteen (14) samples were submitted under chain of custody procedures to Eurofins CEI labs for analysis by polarized light microscopy (PLM) with dispersion staining techniques per EPA methodology (40 PER 763, Subpart F). Visual emmahons were used in obtaining the cram Wheat Ridge Building Division v N R m 2 0 ENVIRONNIENT/1L CONSULTING percentage of asbestos in bulk samples. Eurofins CEI is accredited trader the National Voluntary Laboratory Accreditafion Program (NVLAP) Lab Code: 101768-0. Copies of the original laboratory reports are attached to this summary report. 3.0 FINDINGS Suspect ACM includes nearly all building materials except bare concrete, glass, wood, masonry, metal or rubber. ACM contains asbestos greater Nan 1 percent, (> 1%asbestos) as confirmed by an accredited laboratory. ACM is categorized as Friable or Non -friable asbestos. Friable asbestos ran be crumbled, pulverized, or reduced to a powder by hand pressure when dry. Non - friable asbestosis any material that cmu of be crumbled, pulverized or reduced to a powder by hand pressure when dry. 3.1 Identified Asbestos Containing Materials Based on the completed PLM results, asbestos was identified in the main floor bedroom drywall ceiling samples collected. Tablet, enclosed, contains a summary of samples and results. 4.0 CONCLUSION&RECOMMENDATION If the asbestos containing material is to be impacted for renovation, it must be removed by a certified General Abatement Contractor (OAC). Only listed materials were tested or quantified as part of this inspection. If materials are encountered that have not been discussed in this report, stop all demolition activities and contact a Colorado Certified Asbestos Building Inspector to test Nose materials prior to continuing with building demolition. 5.0 LEVDTATIONS This asbestos inspection was conducted in a manner consistent with the level of care and skill ordinarily exercised by members 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 observed during our asbestos building inspection of the areas ideufified as the renovation area. 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 at a later date This asbestos inspection report is not considered a comprehensive asbestos inspection report and it must be understood that the existence of unique or concealed ACM may be possible. This report has been prepared on behalf of and exclusively for use by the client for specific application to the project as discussed. Contractors or consultants reviewing this report must city of Wheat Ridge Building Division ©Y am �02 CO ENVIRONtANTAL CONSULTING draw their own conclusions regarding further investigation or remediation deemed necessary. DEC 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. No warranty, express or implied is made. Tlds report is not to be used as a bidding document. Should you have any questions or require additional information, please feel free to contact me at 720-471-8435 SinMcerrely,, MattHurley / Dynamic Environmental Consulting, LLC Colorado State Certified Asbestos policing Inspector # 10533 Enclosures: TableI- Homogenous Materials, Summary of Asbestos Samples and Results Laboratory Analytical Report City of Wheat Ridge Building Division *Da R Rl 2 CO SNVIRONhSiNTAL CONSULTING TABLE 1 SUMMARY OF COLLECTED SAMPLES HOMOGENEOUS MATERIALS TABLE AND ANALYTICAL RESULTS City of Wheat Ridge Building Division HOMOGENOUS SAMPLE LOCATIONS AND ANALYTICAL RESULTS 6480 W. 31ST AVE. WHEAT RIDGE CO, 80214 Sample Estimated Analytical Friable Hazard Ranking & Homogenous Number Material Description Sample Location Quantity Results Non- Disturbance Material Condition Friable Potential and Locations SM 1-1 Orange Peel Texture on SE Bedroom CeilingNorth 1200 ft' 2% Friable 6, High 1, Good, Main Floor Drywall Chrysotile, Ceilings SM 1-2 Orange Peel Texture on SE Bedroom Ceiling,South 1200 ft' 2% Friable 6, High 1, Good, Main Floor DrywallChrysotile Ceilings SM 1-3 Orange Peel Texture on NE Bedroom CeilingNorth 1200 ft' 2% Friable 6, High 1, Good, Main Floor Drywall Chrysotile, Ceilings SM 1-4 Orange Peel Texture on NE Bedroom Ceiling,North 1200 ft' 2% Friable 6, High 1, Good, Main Floor DrywallChrysotile Ceilings SM 1-5 Orange Peel Texture on NE Bedroom Ceiling,South 1200 ft' 2% Friable 6, High 1, Good, Main Floor DrywallChrysotile Ceilings TJC 1-1 Tape Joint Compound on SE Bedroom, SW Corner at 300 fts >1% Non- NA High 2, Good, Main Floor Drywall Ceiling Chrysotile Friable Ceilings TJC 1-2 Tape Joint Compound on NE Bedroom, SW Corner at 300 fts >1% Non- NA High 2, Good, Main Floor Drywall Ceiling Chrysotile Friable Ceilings SM 2-1 Knockdown Texture on Basement Ceiling below Duct 900 fts ND Friable F NA High 3, Good, Basement Drywall NW basement Ceiling SM 2-2 Knockdown Texture on Basement Ceiling along Stairs 900 fts ND Friable F NA High 3, Good, Basement Drywall North Ceiling SM 2-3 Knockdown Texture on Basement Ceiling Mech Room 900 fts ND Friable F NA High 3, Good, Basement Drywall above Water Heater Ceiling Asbestos Containing Matenals Are Listed In Red OSHA Matenals Less than 1% AsbestosAre Listed in Blue City of Wheat Ridge Building Division HOMOGENOUS SAMPLE LOCATIONS AND ANALYTICAL RESULTS 6480 W. 31sT AVE. WHEAT RIDGE CO, 80214 Sample Estimated Analytical Friable Hazard Ranking & Homogenous Number Material Description Sample Location Quantity Results Non- Disturbance Material Condition Friable Potential and Locations TIC 2-1 Tape Joint Compound on Basement Ceiling Center Along 200 fts ND Non- NA High 4, Good, Basement Drywall Stairs Friable Ceiling Tape Joint Compound on Basement Mechanical Room 200 112 ND Non- N9 High 4, Good, Basement Drywall Corner at Ceiling Friable Ceiling INS 1-1 Blown Inn Insulation Attic Access East 1200 112 ND Friable NA, High 5, Good, Attic INS 1-2 Blown Inn Insulation Attic Access West 1200 112 ND Friable NA, High 5, Good, Attic Friable - Material that be crumbled, pulverized, or reduced to powder with hand pressure when dry Non -Friable - Material that cannot be crumbled, pulverized, or reduced to powder with hand pressure when dry Category I non -friable ACM - Asbestos -containing resilient floor coverings, asphalt roofing products, packings, and gaskets. Category II non -friable ACM - Encompasses all other non -friable ACM. Hazard Ranking: 1 - Significantly damaged ACM; 2 - Damaged ACM with potential for significant damage; 3 - Damaged ACM with potential for damage; 4 - Damaged ACM; 5 - ACM in good condition with potential for significant damage; 6 - ACM in good condition with potential for damage; 7 - All remaining ACM. City of Disturbance Potential: Wheat Ridge Building Division Low - the material may be accessible but is not likely to be damaged under most circumstances. Moderate -the material is accessible and is likely to suffer limited damage overtime. High - the material is friable and/or already damaged, is accessible, and there is specific reason to believe the material will receive a large amount of damage in the foreseeable future. Condition: Good - the material had no visible damage, or extremely minor damage or surface marring (i.e., a room of floor tile has only four or five with small corners broken from the tile. Damaged - the material had visible damage evenly distributed over less than 10% of its surface, or localized over less than 25% of its surface. Significantly damaged - the material had visible damage that is evenly distributed over 10% or more of its surface, or localized over 25% or more or its surface. City of Wheat Ridge Building Division *Da R Rl 2 CO SNVIRONhSiNTAL CONSULTING LABORATORY ANALYTICAL REPORTS city a Wheat Ridge Building Division anabssreew�roe Pus e ELM p tt 3rhe EPA aoo Aethoa asbestos analyzed for aseeos using polarizing light microscopy Sample results containing >1 SS asbestos are considered asbestoozontaning ls (AGMs) per EPA regulatory requirements me detection limit for the EPA eoo Aetthodase<tam asbestos by weight as determined by visual estimated anode Bar PhD Clul bearably Director NVLA� «ea {.k eurofins I CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Dynamic Environmental Consulting ti•$eurofins c[i AsbesttossRRXport Summary PROJECT 648OW 31�Ave LAB CODE A206984 tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS Chiffere Dynamic Environmental Consulting Lab Coldre A206934 5176 Clay dOeAA DarbeReceffured 06 03 20 ON Denver Cry 80221 Dee AnaKineed: 06 03 20 ASBESTOS nee Reprearted: 06 03 20 Propect 6480 VC 31 od Ave ASBESTOS BULK Pli EPA 600 METHOD Client In ON ON NO By S BEST AS COMPONENTS ASBESTOS smi 1 Tedium Heterogeneous on Pam imer 1 Off Auto 53% One cat Bound To Bore Beer Heterogeneous 15% CNISIody 85% Gwynn None Noticed ABODS Sony Benue Bound SOL 2 Tedium Heterogeneous 5% palm cEll imer 1 Off Auto 53% One cat A10900 den Any Q % Binder Bound To Bore Beer Heterogeneous 15% CNISIody 85% Gwynn None Noticed A10900 Sony Benue Bound SOL 3 Tedium Heterogeneous 5% palm cEll imer 1 Off Auto 53% One cat A10901 den Any Q % Binder Bound To Bore Beer Heterogeneous 15% CNISIody 85% Gwynn None Noticed A10901 Sony Benue Bound SOL 4 Tedium Heterogeneous 5% palm cEll imer 1 Off Auto 53% One cat A10902 den Any Q % Binder Bound tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS Chiffere Dynamic Environmental Consulting Lab Coldre A206934 5176 Clay dOeAA DarbeReceffured 06 03 20 ON Denver Cry 80221 Dee AnaKineed: 06 03 20 ASBESTOS nee Reprearted: 06 03 20 Propect 6480 VC 31 od Ave ASBESTOS BULK Pli EPA 600 METHOD Client In ON ON NO By S BEST AS COMPONENTS ASBESTOS To Bore Eyeal Heterogeneous 15% CNISIody 85% Gepurn None Derente A10902 Grom Ferry Bound Timor 1 Off Anne 53% One cat A10903 Son any Q % Binder Bound To Bore Eyeal Heterogeneous 15% CNISIody 85% Gepurn None Noticed A10903 Grom Ferry Bound A10904 Compound Grom Off Anne 15% AN 10 cat Ferry 65% Gepurn Bound A10905 Compound Grom Off Anne 15% AN 10 cat Ferry 65% Gepurn Bound swi Tecure Heterogeneous 5% palm None Noticed Timor 1 Cray 65% AN 10 cat A10906 Son any 30% Binder Bound To Bore Eyeal Heterogeneous 15% CNISIody 85% Gepurn None Noticed A10906 Grom Ferry Bound tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS Charlie Dynamic Environmental Consulting Lab Codre B206934 5176 Clay dOeAO DarbeRecerawyed 06 03 20 Client IN Denver Cry 80221 Dee AnaKineed: 06 03 20 By S BEST AS COMPONENTS nee Reprearted: 06 03 20 Prickbect 6480 VC 31 od Ave Middles Ri ASBESTOS BULK Pli EPA 600 METHOD Client IN ON ON NO By S BEST AS COMPONENTS ASBESTOS ON IN Desonoon Middles Ri Nen Rivers AS S W 2 Tedium Heterogeneous 5% palm None �d Timor 1 Came 65% AN 10 cort A10907 den any 30% Binder Bound Na Bore Emwal Heterogeneous 15% Week 85% Gwynn None Deacred A10907 Sony deny Bound S W 3 Tedium Heterogeneous 5% palm None Deacred Timor 1 Came 65% AN 10 cort A10908 den any 30% Binder Bound Na Bore Emwal Heterogeneous 15% Week 85% Gwynn None Deacred A10908 Sony deny Bound TJC2 1 Akio Heterogeneous 15% Week 5% palm None Deacred A10909 Compound Gal 15% One cort deny 65% Gwynn Bound TJC2 2 Akio Heterogeneous 15% Week 5% palm None Deacred A109470 Compound Gal 15% One cort deny 65% Gwynn Bound MET 1 mulaton Heterogeneous 85% Week 5% Binder None Deacred A109471 Brown Pink 10% mergal deny Bound tik Lau Yofins c[i ASBESTOSRBULK ANALYSIS Charlie Dynamic Environmental Consulting Lab Codre B206934 ON 5176 Clay dOeAO DarbeRecompead 06 03 20 ON IN Denver Cry 80221 Dee AnaKineed: 06 03 20 AS MET 2 nee Reprearted: 06 03 20 Prickbect 6480 VC 31 od Ave A109472 ASBESTOS BULK Pli EPA 600 METHOD Client IN ON ON NO NA S BEST AS COMPONENTS ASBESTOS ON IN Desonoon Middles Ri Nen Rivers AS MET 2 ni Heterogeneous 85% Week 5% Binder None �d A109472 Brown Pink 10% Ri Benue Bound W eurofins I cal LEGEND Ni -NALAsseddroff AnthophylIfte CacCad - calcium carbonate REPORTING LINT: A% by feel edmation REPORTING LINT FOR POINT COUNTS: 0 25% bi Ponsor 0 1% by 1 000 Points vinyl door tiles yen be dincuft to analysis via reduced Light microscopy FPLM) EPA recommendsthat all NOBst analysed by PLAM and Found not to contain asbestos be further analysed by Transmission Election recroscopy, JEM) Please note that PLM endives of dust and per samples or asbestos is recdareat This repsom relates onlyto the damples tested or analysed and may not be reproduced except in Pull vAhok voten appi by Ensure CEI Funding CEI makes no varrarry representation depending the accuracy of clent submitted information in preparing and reporting practical results Interpretation ofthe anaffical rearts is the dede responsibility ofthe bent Samples was reversed in acceptable coniction unless othervirse noted This report may not be used by the clent to claim anyotheragenc linformation by rsemer de=aromeand dample Adsorption P ao odample �. FunnyLaboratory crector ANALYST "ped, yl� Candac NVLA�E tiff eurofins 730 SE Maynard Road, Cary, NC 27511 Tel: 866-481-1412; Fax: 919-481-1442 CHAIN OF CUSTODY CE I LAB USE ONLY: CEI Lab Code: ` q-.9 101 CEI Lab I.D. Range: COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: Job Contact: Vvv� C u.( Company: D4"nLkti"C fLoic Email / Tel: Address: Project Name: EPA 6DD Project ID#: Ema14: C JPG #. Tel: 7 2-0 Lt Z I 3 Fax: STATE SAMPLES COLLECTED IN: CIO IF TAT IS NOT MARKED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD 4 HR 8 HR TURN AROUND TIME 1 DAY 2 DAY 3 DAY 5 DAY PLM BULK EPA 6DD D D D D D PLM POINT COUNT (400) EPA 500 ❑ ❑ D ❑ ❑ D PLM POINT COUNT (1000) EPA 600 ❑ D D ❑ D PLM GRAV w POINT COUNT EPA 600 J0 D D D D ❑ PLM BULK CARB 435 _ D D ❑ D D PCM AIR NIOSH 7400 ❑ D D D D D TEM AIR EPA AHERA D D D D D D TEM AIR NIOSH 7402 ❑ ❑ ❑ D ❑ ❑ TEM AIR (PCME) ISO 10312 ❑ D D ❑ D TEM AIR ASTM 6281-15 ❑ D ❑ D ❑ ❑ TEM BULK CHATFIELD - D D D D ❑ TEM DUST WIPE ASTM D6480-05 (2010) D D D D D D TEM DUST MICROVAC :.STM D5755-09 (2014) D D D D D D TEM SOIL TEM VERMICULITE ASTM D7521-16 CINCINNATI METHOD_.•,=^,,�"-_E; '- " rte"➢ "'Y°"`"''�` '' _'•;,. ❑ ❑ ❑ ❑ D D D D TEM QUALITTATIVE IN-HOUSE METHOD e.D ❑ ❑ D ❑ ❑ OTHER: D ❑ D D O REMARKS / SPECIAL INSTRUCTIONS: Accept Samples Reject Samples Relin Date/Time Received By: DatelTime (9"2 Zo Samples will be 44sposed of 30 days after analysis Page l of- of Version: CCOC.01.18.112. Wheat Ridge Building Division 91 V Ilk eurofins SAMPLING FORM CEI �' : l .� � J. 1 �= ii,.F ,=': Jl`, 4h , S.. .I ks ',T,a 1. z.�Y •=p ' 7,:4"x' nr��S��y,+'�!Mf •.S» a ^ .,•nl ,� '�' ,7„•• k 4`' i'A"� a: '�:- . 'j�i;7''r �<! "r `r 'Cu i� %,a7c:7-;,,. ati'�� „� ,ti;� . �"�'fr�..d. � ,+yJ��zJ� ,'.e �1.�( f4 .>:.c� r i.• , „rlr. r, >�,'r_ ' •lh tt:- L'>Y. ..'I�G�•.•�F.C.2 .:1� /�� .•l'�.. Mj.'.%h ll��F.. L.i Y'.�n i9i.:�,..�.'s4�Y1.' Company: ,�--v f� v,� A Job Contact: V v �a -. + yr Project Name: V ��6s±K - rz Project ID #: PLM Tel: �• 1 i ��Kl. Y- ! ,v .i{ V � ' %J''� / F J •f .F•trSGy S. ,lk. td�' 1. £ -T :h T). k !�%/ �r: r f -1'� - ,ty5 s 7 ;r. 1 ('r. .:�� I- i (�� i ::•}'}.» . .w?,i :�, �^p'� X54 ..7�:»��•c��:l5lff%�. Sd'rt`t� A.'eY?�. Ll�•<:�c .t3;�%.• L� � .1.�'4.� � w . �eF �i � t. !'�S .-;e �['�r,° `l !f .�, .>�i ;i -.5: kJ. f :t�Y<i .��,� , '�;� �� :t ' -� s'�: ter.,-.. '.I �� iN.i-L.,�:�`v � 3•t � •)�'}�.'t�t�r�..: :.N .'?T"F'S Ai-:�'a'xF ` :y'�z' `�� ,, ;�• ,`,��_ c.� 1-",.X� ..s„mac- ,r.._ 'src. kt �. :a :�:F.'3. .a: '��FA`?r "y .F �-'y 5'YCl t� `Fk'•"ir _tib y�1s� /[(y�yy��+,►�y{/�y�`�r} K.�.SS i. �-C•sl bac! � 1�[I >t."'��. S .� i��•�a��.��.�: �M��•�1.1 +rCi;.�la/Ji�� _�0� %feC•} .:..y�i'ri-+i+:.. MriiUM1V d Y' --� Myr,,. u wt-: 1 � e 0 h P'e,Schi YZ'.(.•� 3 + i•.i-Iz'�`+.�" .y I.> i.' :'.{� 1 - - i2.�'k <7 j '."1,'9e� rfi i� „t7�;'.��,,�y��i�y'�, ,.a:; 1S� Pyaf.,iai�st�.z-'L,'x+.'s f .�k. a:�l j..�: �; y>.� yS`,... 5��g '�•aj 4 ""'�T:.�,, .(� f.�' ti StlY��s y` T `�` Y ��dr �_ �+.-k �• ♦ I. {�' •k3- �•i. �3 , %3T: "4�t+iti„1 i��'r ;lr. �Y�I'��:. �:f � � si' .�/�i- a�y.i'�;iv.. J} i-`+....' yv t .R[:j�•-s�O�C _`.��.j'�':1��b4�13LC.. �.'�i.Nv's_•s w1RL�:.41�. 1.�w1-.:taA'+ri ix �� Yl!�4,f.,^ ti+H�..-..:a,t nN.•M.wa>4 • fyyir.i S\AA 1-1l ,�--v f� v,� PLM TEM Q rz PLM TEM 0 -3 PLM TEM Q f PLM TEM Q 1-Z PL.M TEM Q PLM TEM Q 2 -Z PLM TEM I -2-3 PLM TEM Q `m�- v• PLM TEM 0 _ Z'Z PLM TEM Q - T Su PL'm TEM 0 PLM Q TEM Q PLM Q TEM Q PLM Q TEM Q PLM Q TEM Q PLM Q TEM I PLM- Q TEM. PLM Q TEM D PLM Q TEM Q PLM Q TEM Q PLM Q TEM Q PLAA Q TEM PLM Q TEM PLM Q TEM Q� PLM Q TEM Q PLM QQ TEM Q PLM Q TEM 0 PLU Q TEM I Page Z of of Version: CCOC.01.18�-A Ridge Building Division Courtney Dabill From: Courtney Dabill Sent: Wednesday, June 3, 2020 10:37 AM To: 'm.hurley@decdenver.com' Subject: Confirmation Hi Matt, Thanks for your help, this is written confirmation of our discussion on the 6480 W. 31St Ave project. Per our phone call we will proceed as follows: We will add samples SM1-4 and SM1-5 to the COC. Please reply at your earliest convenience to confirm. Let me know if there is anything else I can do for you, and thank you for choosing Eurofins CEI Labs. Best Regards, Courtney Dabill Laboratory Manager, Sample Receiving & Distribution Eurofins CEI 730 SE Maynard Rd Cary, NC 27511 USA Phone: +1 919-481-1413 Fax: +1 919-481-1442 E-mail: CourtneyDabill _EurofinsUS.com www.EurofinsUS.com/CEI Please note: In order to continue to provide critical testing services, Eurofins Environment Testing laboratories in the US are maintaining our courier services and continue to sample, analyze and report all test data as usual. The situation around COVID-19 continues to be fluid and we are continuing to follow local and government mandates as applicable. For up-to-date business information, visit our website and follow us on Facebook and Linkedln. Links to use: Website: https://www.eurofinsus.com/environment-testing/ Facebook: https://www.facebook.com/EurofinsEnvTesting Linkedln: https://www.linkedin.com/company/eurofins-env-testing-america/ GEOTECHNICAL ENGINEERING EVALUATION ADDITION TO EXISTING RESIDENCE 6480 W. 31sT AVENUE WHEAT RIDGE, COLORADO Prepared for: John & Bridgette Cessar 6480 W. 31st Avenue Wheat Ridge, Colorado 80214 WesTest Project No. 610818 August 9, 2018 «va j2 PK h a M ge APPROVED Reviewed W Cade Cam nonce Randy Slusser 7/07/2020 PHns Examiner Gate am�.wnron,woxnwxoe,m�sp,>a„wmma' onr mmwm onYNmewm'eMu9r�e brdx9 mkmo/ab aM1 adinnim, hrmb On+�mp m px euNwry ro w'ne ormrxel,Mpmmuonf gm�YXlUq aWmaoMrroAmv,W tla IXY,MY xaNwMt 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 J August 9, 2018 John & Bridgette Cessar 6480 W. 31St Avenue Wheat Ridge, CO 80214 Attention: Mr. John Cessar, P.E. Subject: Geotechnical Engineering Evaluation Addition to Existing Residence 6480 W. 31 st Avenue Wheat Ridge, Colorado WesTest Project No. 610818 Gentlemen: 627 Sheridan Boulevard • Lakewood, CO 80214 P: 303.975.9959 • F: 303.975.9969 office@westest.net • www.westest.net At your request we have completed the geotechnical engineering evaluation for the above -referenced project. The attached report presents the data obtained during our field and laboratory investigation along with written conclusions and recommendations generated during our engineering analysis. We appreciate the opportunity to provide our services to you on this project. We are available to discuss the details of this report with you. Please contact us if you have any questions, or if we can be of further service. Sincerely, WesTest Trent Nelson, P.G. Staff Geologist Reviewed by: Eric R. West, P.E. Manager 6480 W. 3151 Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 I City of Wheat Ridge Building Division GEOTECHNICAL ENGINEERING EVALUATION ADDITION TO EXISTING RESIDENCE 6480 W. 31sT AVENUE WHEAT RIDGE, COLORADO PROJECT NO. 610818 TABLE OF CONTENTS SCOPE................................................................................................................................ 1 SUMMARY OF CONCLUSIONS..................................................................................... 1 SITE CONDITIONS........................................................................................................... 1 PROPOSED CONSTRUCTION........................................................................................ 1 FIELD INVESTIGATION................................................................................................. 1 SUBSURFACE AND GROUNDWATER CONDITIONS ............................................... 2 LABORATORY TESTING................................................................................................ 2 FOUNDATION RECOMMENDATIONS......................................................................... 3 INTERIOR DRAIN AND SLAB ON GRADE CONSTRUCTION .................................. 4 SITE GRADING AND TRENCH BACKFILL................................................................. 4 CONCRETE....................................................................................................................... 4 GEOTECHNICAL RISK.................................................................................................... 4 DESIGN CONSULTATION AND CONSTRUCTION OBSERVATION ....................... 5 LIMITATIONS................................................................................................................... 5 BORING LOCATION PLAN.......................................................... FIGURE 1 LOG OF BORING.........................................................................FIGURE 2 SWELL CONSOLIDATION TEST RESULTS ............................................. FIGURE 3 DETAILS OF DRAIN SYSTEM ........................................................FIGURE 4 SUMMARY OF TEST RESULTS .................................................... TABLE 1 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 SCOPE This report presents the results of a geotechnical investigation for a proposed addition to a residence located at 6480 W. 31" Avenue, Wheat Ridge, Jefferson County, Colorado. The investigation was conducted to evaluate subsurface conditions and provide foundation design criteria recommendations for the proposed construction. This report includes descriptions of the subsoil and groundwater conditions found in the exploratory borings and recommended design and construction criteria for foundations, slabs on grade, utility trench construction, soil compaction and general construction practices. SUMMARY OF CONCLUSIONS Subsoils encountered in the borings consisted of silty sand overlying claystone bedrock. The upper 6 feet of the bedrock was weathered. Free groundwater was encountered in the boring at a depth of 13 feet at the time of drilling. One day after drilling the water was at a depth of 87'. The silty sand that was encountered is loose to medium dense and consolidates upon loading and when inundated with water. The recommended foundation type for the addition is spread footings or pads bearing on the existing silty sand. SITE CONDITIONS The area investigated is a developed residential neighborhood. The site is landscaped and slopes away from the residence on all sides. PROPOSED CONSTRUCTION It is our understanding the proposed addition will be a single story wood framed structure with a garden level basement. If this is not correct we should be contacted to reevaluate our recommendations. FIELD INVESTIGATION Subsurface conditions at the site were investigated by drilling one exploratory boring at the location indicated on Figure 1, Boring Location Plan. The boring was field located by measuring from existing landmarks. The boring was drilled with a Diedrich 50 truck- mounted drill rig using four inch diameter continuous flight augers. Samples were obtained using a 2.5 -inch diameter modified California barrel sampling tube. Samplers were driven into the soils with blows of a 140 pound hammer falling 30 inches. The number of blows required to drive the sampler 12 inches is known as the penetration test city of and is an indication of the consistency or relative density of the material. Our representative was on site during drilling to log the soils encountered and obtain samples. Wheat Ridge Samples from the borings were returned to our laboratory, visually classified and selected Building Division for testing. A graphic log of the soils found in the boring, penetration test results and 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 1 laboratory test results are presented on Figure 2, Log of Boring. The Legend and Notes used to interpret this log is also included on Figure 2. SUBSURFACE AND GROUNDWATER CONDITIONS TOPSOIL The upper one foot of material is topsoil. Topsoil should not be used for structural support or as backfill. Topsoil should be removed from the addition area and stockpiled for re -use in planted areas. SILTY SAND The silty sand was encountered beneath the topsoil and extends to a depth of twelve feet. The silty sand was loose to medium dense, moist to wet and brown. This material indicated moderate consolidation characteristics when tested for swell -consolidation. This material is generally non -cohesive and may be susceptible to sloughing and caving. WEATHERED CLAYSTONE BEDROCK Weathered claystone bedrock was encountered beneath the silty sand at a depth of 12 feet and extends to the claystone bedrock below. The weathered claystone bedrock is moist and brown. CLAYSTONE BEDROCK Claystone bedrock was encountered beneath the weathered claystone bedrock at a depth of eighteen feet and extends to a depth of twenty-five feet, the maximum depth explored. The claystone bedrock was medium hard to hard, moist and olive. GROUNDWATER Free groundwater was encountered in at a depth of thirteen feet at the time of drilling. When checked one day after drilling the water level was 87' below the surface. Water levels will fluctuate due to environmental conditions, precipitation and irrigation of surrounding properties. LABORATORY TESTING Samples from the borings were returned to our laboratory, visually classified and selected for testing. Laboratory testing included in-situ moisture content and dry density, swell - consolidation characteristics and water soluble sulfate concentration determination. The results of the laboratory tests are included on the Log of Boring, Figure 2, presented graphically on Figure 3 and summarized on Table 1. Testing was performed in general accordance with American Society for Testing and Materials (ASTM) procedures. MOISTURE CONTENT AND DRY DENSITY Samples were tested for moisture content and dry density near the anticipated foundation depth. Testing was performed in general accordance with AASHTO T 265. City of SWELL -CONSOLIDATION Wheat Ridge A Swell -consolidation test was performed on a sample near anticipated f�u � ngr�vision bearing depth. The material tested consisted of the upper level silty sand. The swell consolidation test was run to determine the compressibility and/or swell characteristics of 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 2 the sample under loading and when submerged in water. The sample was placed in a confining ring; a surcharge load of 500 psf applied, and allowed to consolidate before being submerged. The sample height was monitored and recorded until deformation stopped under each load increment. The results of the swell -consolidation test is presented on Figure 3. This graph shows the final strain at each load increment versus the log of the pressure. Based on this test result, the silty sand indicates moderate consolidation when subjected to water. WATER SOLUBLE SULFATE CONCENTRATION A sample taken near anticipated foundation depth was tested for water soluble sulfate concentration to determine if sulfate resistant concrete will be required for concrete exposed to soil. FOUNDATION RECOMMENDATIONS SPREAD FOOTING AND/OR ISOLATED PADS Based on the consolidation characteristics, penetration resistance, density and moisture content of the silty sand encountered at foundation bearing depth, it is recommended the addition be founded on a continuous spread footing and/or isolated pad foundation system placed on this soil. Spread footing and/or isolated pad foundations may be designed for an allowable bearing pressure of 1,000 psf. Anticipated settlement at this bearing pressure should be less than 1 inch with differential settlement 1/2 to 3/ this amount. Spread footings should have a minimum footing width of 18 inches for continuous footings and 24 inches for isolated pads. Foundations should have adequate soil cover to protect them from frost heave damage, a minimum of 36 inches below finished grade. The lateral resistance of a spread footing placed on silty sand will be a combination of the sliding resistance of the footing on the bearing materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottom of footings can be calculated based on a coefficient of friction of 0.32 for the granular soil. Passive pressure against the sides of the footings can be calculated using an equivalent fluid unit weight of 200 pcf. These values are working values. It is important the footings placed for the new addition does not undermine the existing structure's foundation. The bottom of the new footing should be above a line drawn from the bottom of the existing structure down at a 45 degree angle (zone of influence). A representative of the geotechnical engineer should observe the excavation after overexcavation and test the material for compaction during replacement. GROUNDWATER CONSIDERATIONS DURING CONSTRUCTION As previously noted the groundwater level one day after drilling was 8' 7" below grade. Water levels will fluctuate due to seasonal variations, precipitation and irrigation. It is city of estimated this depth to water is approximately two feet below the proposed bottom o6eat Ridge footing for the addition. The owner should understand the possibility of, and the building contractor should be made aware of, the possibility that unstable soils may be Building Division encountered at footing depth and dewatering may be required during construction. If 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 3 groundwater or unstable soil is encountered during construction we should be contacted to provide additional guidance regarding dewatering and soil stabilization. INTERIOR DRAIN AND SLAB ON GRADE CONSTRUCTION Due to the proximity of groundwater to the anticipated lower level finished elevation an interior drain is recommended. Figure 4 provides the Details of Drain System recommended for this addition. Slabs should be separated from all bearing members and utility lines to allow their independent movement. The interior slab should be placed on a vapor barrier overlying clean rock as outlined in the Drain System Details, Figure 4. Joints should be scored in the slab at maximum 100 square foot areas. Flexible connectors should be provided for utility lines. SITE GRADING AND TRENCH BACKFILL Fill and backfill in structural support areas should be placed in maximum 8 -inch loose lifts and compacted to a minimum of 95% of standard Proctor density, ASTM D 698. The moisture content for the on-site soil should be maintained within 3 percent of optimum. Compaction tests should be performed to verify compliance with these recommendations. Fill and backfill placed in non-structural support areas should be compacted to a minimum of ninety percent of standard Proctor density, ASTM D 698, within 3% of optimum moisture. It is important basement walls be adequately braced prior to any backfill compaction. Final grade should be established to slope away from the structure a minimum of 10% for the first 10 feet. Downspouts and sill cocks should discharge onto splash blocks that extend beyond the limits of the backfill. CONCRETE Concrete which comes in contact with soil can be subject to sulfate attack. Water soluble sulfate concentration, listed in Table 2, was less than 0.1 percent. This concentration classifies as negligible in accordance with the Portland Cement Association and Type I cement may be used. However, it is recommended a Type I/II cement be used in all concrete that comes in contact with soil. GEOTECHNICAL RISK City of The concept of risk is an important aspect of any geotechnical evaluation. The primaWheat Ridge reason for this is that the analytical methods used to develop geotechnical recommendations do not comprise an exact science. The analytical tools whi@kilding Division geotechnical engineers use are generally empirical and must be tempered with 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 4 engineering judgment and experience. Therefore, the solutions or recommendations presented in any geotechnical evaluation should not be considered risk-free and, more importantly, are not a guarantee that the interaction between the soils and proposed construction will perform as desired or intended. What the engineering recommendations presented in the preceding sections do constitute is our best estimate, based on information generated during this and previous evaluations and our experience working with these conditions, of those measures that are necessary to help the construction perform in a satisfactory manner. The developer, builder, and owner must understand this concept of risk, as it is they who must decide the acceptable level of risk for the proposed construction. DESIGN CONSULTATION AND CONSTRUCTION OBSERVATION This report has been prepared for the exclusive purpose of providing geotechnical design criteria for the proposed project in accordance with generally accepted geotechnical engineering practices. No other warranty, expressed or implied, is made. In the event any changes in the nature or design of the project are planned, the conclusions and recommendations contained in this report shall not be considered applicable unless the changes are reviewed and conclusions of this report modified or verified in writing. It is recommended that we be provided the opportunity for a general review of the final design and specifications. It is also recommended that we be retained to provide geotechnical services during construction of the project. This is to observe the construction with respect to the geotechnical recommendations or specifications and to allow design changes in the event that subsurface conditions differ from those anticipated prior to the start of construction. LIMITATIONS The borings were drilled at the locations indicated on the Boring Location Plan. Variations in the subsoil conditions not indicated by our borings are possible. The construction of footings and compaction of fill beneath footings, slabs or as backfill should be inspected and tested by representatives of our office. We believe this investigation was performed in a manner consistent with the level of care and skill ordinarily used by geotechnical engineers practicing in this area at this time. No other warranty, expressed of implied, is made. If we can be of further assistance in discussing the contents of this report, or in the analyses of the subsurface conditions on the design of the structure, please contact us at your convenience. City of Wheat Ridge Building Division 6480 W. 31" Avenue, Wheat Ridge, Colorado, WesTest Project No. 610818, August 9, 2018 5 BORING LOCATION PLAN W1 b.. '94 ► _ W. 31st Avenue I V Indicates Boring No. 1 location 6480 W. 31st Avenue ' Wheat Ridge, Colorado WesTest Project No. 610818 FIGURE 1 N City of Wheat Ridge Not to scale Building Division L �r. s Pr appy V Indicates Boring No. 1 location 6480 W. 31st Avenue ' Wheat Ridge, Colorado WesTest Project No. 610818 FIGURE 1 N City of Wheat Ridge Not to scale Building Division DEPTH (FT) BORING N0.1 TEST RESULTS LOG OF BORING WeSTesT 0 ser sneaaw saieram. ve—J ma2,4 PROJECT_ 6480 W_ 31st Avenue REPORT DATE_ August 9, 2018 mmcn° Wheat Ridge, Colorado DATE DRILLED_ August 1, 2018 WesTest PROJECT NO.: 610818 LOCATION: See Figure 1 CLIENT: John & Bridgeve Cessar ELEVATION: N/A LOGGED BY_ TN DRILLER_ Dakota Drilling, Inc DEPTH (FT) BORING N0.1 TEST RESULTS 0 11/12 W=142 DD = 108.7 C=1.0 W SS = 0.00 1 12/12 W=194 10 DID =1049 0 20/12 15 40/12 20 50/7 25 Topsoil SAND, silty, loose to medium dense, moist to wet, brown Weathered Claystone Bedrock, moist, brown ® Claystone Bedrock, medium hard to hard, moist olive Indicates 2" Modified California Barrel Sample location (ASTM D 1586) W Indicates % moisture (ASTM D 2216) FIGURE 2 DD Indicates dry density (pCQ(ASTM D 7263) C Indicates consolidation (Dd (ASTM D 4546) WSS Indicates Water Soluble Sulfates (%)(AASHTO T290) 11/12 Location of sample 11/12, indicates that 11 blowswith a 140 pound hammer, falling 30 inches, were required to drive a2 inch diameter sampler 4 inches. 1. The boring was drilled on August 1,2018, with a Diedrich D50 DTII Rig and inch contiuous flight augers. 2. The stratification lines represent the approximate boundary between soil types and the transition mavhe nradual 3. The boring log shows subsurface conditions on the date and at the locations indicated. It is notwarranted that they are representative of subsurface conditions at other locations and times within the project area 4. The boring location was staked in the field by referencing to existing landmarks. The boring location is adequate for purposes of this report, but should be considered as approximate for any other use. 5. 0 Indicates water level at time of drilling. 6. t Indio tes water level one day after drilling. City of Wheat Ridge Building Division We T@ST SWELL -CONSOLIDATION TEST RESULT 6480 W. 31 st Avenue Wheat Ridge, Colorado WesTest Project No. 610818 J J W rn z 0 a v J 0 to z 0 0 1 0 -1 -2 -3 -4 -5 -6 -7 -8 -9 BORING 1 @ 4', SAND, silty, loose to medium dense, moist to wet, brown Dry Density = 108.7 pcf, Moisture Content = 14.2% 'PRESSURE CONSOLIDATION D • UNDER CONSTANT I�M-■■..,, WR 1000 LOAD (psf) FIGURE 3 10000 City of Wheat Ridge Building Division WeTeST 6480 W. 31 st Avenue Wheat Ridge, Colorado sword foodnps Not to scale WesTest Project No. 610818 DETAILS OF DRAIN SYSTEM Foundation Wall 4" concrete slab (provide polyethylene barrier under slab). ly[rl *r, Minimum 6" clean rock (ASTM C 33 Size No. 57 or 67) under slab; slope to pipe, minimum 1/8" per foot. 3 or 4 inch diameter perforated drain pipe with filter sock. Maximum 15' spacing. Slope to drain minimum 1/8" per foot tc City of Wheat Ridge Building Division V e TeST SUMMARY OF TEST RESULTS 6480 W.31st Avenue Wheat Ridge, Colorado WesTest Project No. 610818 Boring Number Sample Depth (ft.) Soil Description and Classification Moisture Content (%) Dry Density (pcf) Atterberg Limits Gradation Analysis % Passing Swell/Consol Test Results Qu (psf)" Water Soluble Sulfates N pH Resistivity (ohm -cm) LL % PI #4 #10 #40 #200 Swell % Consol % 1 4 SAND, silty, loose to medium dense, moist to wet, brown 14.2 108.7 1.0 0.00 1 9 SAND, silty, loose to medium dense, moist to wet, brown 19.4 104.9 1 14 Weathered Claystone Bedrock, moist, brown 1 19 Claystone Bedrock, medium hard to hard, moist, olive 1 24 Claystone Bedrock, medium hard to hard, moist, olive Unconfined Compressive Strength City of Wheat Ridge TABLE 1 Building Division ON SITE PLANS MUST BE ON SITE FOR INSPECTION ALL Projects are Subject to Field Inspections Rockview Designs Limited Guarantee Depen. Rackview Design hereby agrees to provide customer with a conceptual HVAC design for the Property that Is ACCA certlfled to meet the requirements of Manual 18'^Addltlan and ACCAManual D ("HVAC Design"). All efforts will be made to ensure the highest quality design based on the information provided Please read this disclaimer before utilizing ourservices and acceptance of any design. 1. Limited Warranty. Rackview Design represents and warrants that the HVAC Design shall he ACCA certified to meet the requirements of Manual 18'^ Edition and ACCA Manual D. Rackview Design services shall he conducted in a goad and workmanlike manner, consistentwith Industry standards. Except as provided Immediately above the HVAC Design Is prodded on an "As Is" bas's without warranties orcond'Yons of any kind e'therexpress or implied. 'mcludine without limitationwarranties of merchantability or fitness for a particular purpose 2. LIMITATIONS OF LIABILITY. IN NO EVENT SHALL ROCKVIEW DESIGN OR ANY OF ITS AGENTS BE LIABLE FOR DIRECT DAMAGES OR OTHER LOSSES ORLIABILITIES DIRECTLY RELATING TO THE HVAC DESIGN OR OTHERWISE ARISING OUT OF, RELATED T0, OR IN ANY WAV CONNECTED WITH THE IMPLEMENTATION OF THE HVAC DESIGN, IF AND TO THE EXTEND SUCH DIRECT DAMAGES OR LOSSES EXCEED THE ACTUAL AMOUNT PAID BY CUSTOMER FOR THE HVAC DESIGN THAT GAVE RISE TO THE DAMAGES OR OTHER LOSSES ORLIABILITIES CLAIMED, REGARDLESS OF THE FORM OF ACTION. IN NO EVENT SHALL ROCKVIEW DESIGN BE LIABLE TO CUSTOMER FOR INDIRECT OR CONSEQUENTIAL DAMAGES. Disclaimers;: Rackview Design does not provide any structural, architectural or mechanically engineered designs for contactors or the public forthe use as "final documents" It Is the sale responsibility of Customer to determine thefeasibil lty of the HVAC Design p darty the use thereof. It is the sale responsibility of Customer or Its HVAC contactor to verify design conditions, orientation, construction materials, and compatibility with existing equipment at the Property. Rackveiw Design is not responsible for any errors oromissions caused by Customers failure to disclose complete and accurate information regarding the Property. Rackview Designs will not guarantee the performance of HVAC system design that is not installed and tested to perform per the manufacturer's city a Wheat Ridge Building Division specifications. All installing contractors are responsible for the installation and commissioning per ACCA 5 and 9 for quality installation standards. 4. Customer Duty to Provide Information. Customer is responsible forfurnishing accurate and complete information which is critical for successful and accurate conceptual designs. MISCELLANEOUS 1. This Agreement shall be interpreted and enforced under the laws of the State of Colorado, with exclusive jurisdiction and venue in a court of competent jurisdiction in Larimer County, Colorado. If a dispute arises out of or relates to this Agreement or its breach, the parties shall endeavorto settle the dispute first through direct discussions. 2. All parties agree to execute any additional documents and to take any additional actions that may be necessary in orderto implement this Agreement. 3. The substantially prevailing party in any legal proceeding related to this Agreement shall be entitled to recovery of reasonable attorneys' fees, costs, and expenses. 4. This Agreement may be executed in any number of counterparts, each of which shall be an original, and all of which when taken together shall constitute one and the same document. Photocopies, facsimiles or email transmissions of executed copies of this Agreement may be treated as originals. 5. This Agreement and the attachments hereto represent and contain the entire agreement between the parties. Prior discussions or verbal representations by the parties that are not contained in this Agreement are not a part of this Agreement. In the event that any provision of this Agreement is at any time held by a court to be invalid or unenforceable, the parties agree that all other provisions of this Agreement will remain in full force and effect, and authorize the court to modify any provision held to be invalid or unenforceable such that it may give effect to the parties' intent as determined by the court. Any future modification of this Agreement must be made in writing and executed by the parties in order to be valid and binding upon the parties. City of Wheat Ridge Building Division Product Data A11263 The 59SC21) Multipoise Comfort" Condensing Gas Furnace features SEER -boosting year-round electrical efficiency when paired with a compatible condensing unit. Energy efficiency is at the heart of this furnace with up to 92.1% AFUE gas efficiency and the electrically -efficient basic fixed -speeds, constant torque (FCT) ECM blower motor. This gas furnace also features 4 -way multipoise installation flexibility, and is available in eight model sizes. The 59SC21) can be vented for direct vent/two-pipe, ventilated combustion air, or single -pipe applications. Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. Units are design certified in Canada, and are certified for mobile/manufactured home use. QFSI@�, `H li CERTIFIED ® �FRiIF�F'�® Use of the AHRI Certified TM Mark indicates a manufacturer's participation in the program. For ISO 9001 verification of certification for in- ti OMI-SAI(HOW dividual products, go to: AW www.ahridirectory.org . USE ONLY IN U.S. SOUTH: AL, AZ, AR, Comfort / CA, DC, OE, FL GA, HI, KY, LA, MO, TN, X,VA S E R I E S NC, OK, SC, TN, TX, VA {1 - PERFORMANCE • Fixed -speeds, constant torque (FCT) ECM blower motor for electrically efficient operation all year long in heating, cooling and continuous fan operation • Single -speed inducer motor, and single -stage gas valve • Silicon Nitride Hot Surface Igniter. • Adjustable blower speed for heating and cooling. • Aluminized -steel primary heat exchanger. • Stainless-steel condensing secondary heat exchanger. INSTALLATION FLEXIBILITY • 4 -way multipoise design for upflow, downflow or horizontal installation, with unique vent elbow for 12 different venting options, including optional venting through -the -cabinet downflow venting capability. • Factory -configured ready for upflow applications. • Ideal height 35" (889 mm) cabinet: short enough for taller coils, but still allows enough room for service. • Direct-vent/sealed combustion, single -pipe venting or ventilated combustion air. APPLICATIONS • Approved for Manufactured Housing/Mobile Home applications with MH accessory kit. • Propane convertible with gas conversion accessory. CERTIFICATIONS • All sizes meet ENERGY STAR® South regional standards. • Cabinet air leakage less than 2.0% at 1.0 in. W.C. and cabinet air leakage less than 1.4% at 0.5 in. W.C. when tested in accordance with ASHRAE standard 193. • All sizes meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement City of Wheat Ridge Building Division AIR DELIVERY - CFM (WITH FILTER) FURNACE SIZE RETURN—AIR CONNECTION SPEED TAPS FUNCTION 0.10 0.20 EXTERNAL STATIC 0.30 0.40 0.50 PRESSURE (IN.W.C.) 0.60 0.70 0.80 0.90 1.00 040E14-10 SIDE/ BOTTOM Gray Cooling. Do not use for heating. 1120 1085 1055 1015 985 950 915 880 850 815 Yellow Cooling. Do not use for heating. 925 885 850 810 775 735 695 880 620 580 Blue Heating or alt Cooling 765 725 685 640 605 565 525 475 430 375 Orange Alt Cooling or alt Heating 750 710 885 625 585 545 500 455 405 350 Red Alt Cool in g. Do not u se for heating. 510 435 400 345 290 230 190 145 —7 —7 040E17-12 SIDE/ BOTTOM Gray Cool in g. Do not u se for heating. 1120 1090 1055 1020 985 950 915 875 840 805 Yellow Cool in g. Do not u se for heating. 910 880 845 800 760 720 680 640 595 555 Orange Alt Cool in or alt Heating 835 795 760 720 680 630 585 540 505 475 Blue Heating or alt Cooling 740 700 880 610 565 520 475 440 405 365 Red Alt Cooling. Do not use for heating. 555 500 445 395 350 315 260 205 —7 —7 O60E14-12 SIDE/ BOTTOM Gray Cooling. Do not use for heating. 1165 1140 1110 1080 1035 1000 960 920 870 825 Blue Heating or alt Cooling 1105 1085 1050 1010 975 930 890 845 795 755 Yellow Alt Cooling or alt Heating 1040 1000 960 920 880 840 785 740 690 640 Orange Alt Cooling or alt Heating 840 795 750 705 655 610 555 500 450 395 Red Alt Cooling. Do not use for heating. 745 615 555 510 450 390 340 290 230 195 O60E17-14 SIDE/ BOTTOM Gray Cooling. Do not use for heating. 1335 1300 1275 1230 1190 1135 1090 1040 985 925 Yellow Alt Cooling or alt Heating 1170 1135 1095 1045 995 940 890 825 770 700 Blue Heating or alt Cooling 1010 965 910 855 800 735 675 615 555 505 Orange Alt Cooling or alt Heating 960 905 855 800 740 675 615 555 505 460 Red Alt Cooling. Do not use for heating. 910 735 675 605 535 485 430 375 330 285 080E17-16 SIDE/ BOTTOM Cool in g. Do not u se for heating. 1545 1505 1460 1420 1365 1320 1275 1225 1180 1135 Blue Heating or alt Cooling 1375 1330 1275 1225 1175 1125 1075 1025 970 920 [Grya Yellow Alt Cooling or alt Heating 1195 1140 1090 1040 985 930 875 815 765 705 Orange Alt Cooling. Do not use for heating. 1015 955 900 845 780 730 670 615 550 490 Red Alt Cooling. Do not use for heating. 945 735 575 520 450 375 325 260 —7 —7 080E21-20 BOTTOM TWO— SIDES 5, 6 Gray Cooling. Do not use for heating. 2020 1965 1920 1865 1815 1760 1705 1650 1595 1545 Yellow Alt Cooling or alt Heating 1650 1590 1535 1475 1425 1370 1315 1260 1205 1145 Blue Heating or alt Cooling 1495 1430 1365 1310 1260 1200 1145 1085 1030 970 Orange Alt Cooling or alt Heating 1420 1355 1290 1235 1175 1120 1060 1005 945 890 Red Alt Cooling. Do notuse for heating. 1200 1120 1060 995 940 875 810 750 685 825 l OOE21-20 BOTTOM TWO— SIDES 5, 6 Gray Cooling. Do notuse for heating. 2060 2010 1955 1905 1850 1800 1750 1690 1630 1565 Blue Heating or alt Cooling 1730 1675 1620 1565 1510 1455 1385 1325 1270 1210 Yellow Alt Cooling or alt Heating 1685 1630 1570 1515 1460 1410 1345 1280 1225 1170 Orange Alt Cooling or alt Heating 1445 1370 1310 1250 1185 1115 1055 1005 950 875 Red Alt Cooling. Do notuse for heating. 1235 1155 1090 1020 945 900 835 755 690 835 120E24-20 BOTTOM or SIDES 5, 6 Gray Cooling. Do notuse for heating. 2070 2020 1965 1910 1850 1790 1725 1880 1605 1550 Blue Heating or alt Cooling 1795 1735 1680 1620 1560 1495 1440 1375 1315 1255 Yellow Alt Cooling or alt Heating 1465 1400 1340 1270 1210 1150 1090 1030 950 880 Orange Alt Cooling. Do notuse for heating. 1295 1235 1165 1095 1030 970 905 825 760 700 Red Alt Cooling. Do notuse for heating. 1095 1020 945 875 805 730 880 585 525 465 NOTE: 1. A filter is required for each return—air inlet. Airflow performance includes a 3/4—in. (19 mm) washable filter media such as contained in a factory—autho- rized accessory filter rack. See accessory list in Product Data sheet. To determine airflow performance withoutthis filter, assume an additional 0.1 in. w.c. available external static pressure. 2. ADJUST THE BLOWER SPEED TAPS AS NECESSARY FOR THE PROPER AIR TEMPERATURE RISE FOR EACH INSTALLATION. 3. The "Function" column identifies with speed taps can be used for heating. Shaded areas indicate that this airflow range is BELOW THE RANGE ALLOWED FOR HEATING OPERATION. THESE AIRFLOW RANGES MAY ONLY BE USED FOR COOLING. 4. If the same motor speed tap is needed for heating and cooling, a Jumper Wire accessory kit is available, see Product Data sheet for the current Jumper Wire accessory part number. Reference the "Start—up, Adjustments, and Safety Check' section of the installation instructions for further Jumper Wire in- structions. 5. Airflows over 1800 CFM require bottom return, two—side return, or bottom and side return. A minimum filter size of 20" x 25" (508 x 635 mm) is required. 6. For upflow applications, air entering from one side into bolls the side of the furnace and a return air base counts as a side and bottom return. 7. The"—" entry indicates an unstable operating condition. City of Wheat Ridge Building Division CNPVP, CNRVP, CNPVT, CNRVT, CNPVU, CNRVU Evaporator Coil Carrier N Coil — Cased and Uncased Upflow, Downflow CN(P,R) VP CN(P,R)VT (Transition) CN(P,R) VU Product Data This vertical design N -coil is a furnace coil designed to provide the highest standards of reliability and durability. The coils are available for use in PuronO, the environmentally -friendly refrigerant, and R-22 systems. Both designs have a painted case (taupe metallic) and come with factory -installed thermostatic expansion valves (TXV). The coils are offered in different width configurations for use in multiple installation applications. Additionally, they are offered in a transition configuration, a design which simplifies making field -supplied transition duct configurations. Easy maintenance is provided as the coil slides out of the cabinet after removing the access door and service panel. The coils are available in sizes 018 through 060 (1-1/2 to 5 tons). Transition coil models CNPVT and CNRVT are designed for use A0600e with one size smaller width furnaces without field modifications. CN(P,R)VP and CN(PR)VT are available in tin-plated copper coil models. These coils are built with special hairpins which are tin-plated to resist both general pitting corrosion and excessive indoor corrosion -Formicary Corrosion. (Formicary Corrosion is an industry phenomenon.) STANDARD FEATURES Water Management -These coil designs do an excellent job of water management. The coils are designed to avoid water blow -off into the ducts by directing condensate away from the fins and into the drain pan. Durable Condensate Pan — Each coil is equipped with a corrosion -resistant condensate drain pan. The condensate drain pan is designed with a slope to help ensure proper drainage, improved moisture removal, and home comfort. Compact Design — Unique design offers as much as 2-4 in. less in height to aid in tight installations. A06007 Brass Inserts — Every condensate pan features two 3/4 in. female threaded brass insert connections. The unique brass inserts provide for a leak -free condensate line connection to prevent water damage. Refrigerant Connections — The coils are provided with proven sweat -connections for leak -free operation maintaining system reliability. Burst Pressures — These coils meet or exceed burst pressure of 2100 psi which is at least three to five times the pressure they will see in actual application. Thermostatic Expansion Valves (TXV) — All Carder coils have refrigerant -specific factory -installed TXVs. City of Teflon Ring — The ring, installed inside the liquid line connection at the TXV, is the best option for wR'-3ttaRidge refrigerant leaks and future service calls. Teflon works with both Puron® and R-22 refrigerants. Building Division A06004 PERFORMANCE DATA (CONT.) COIL STATIC PRESSURE DROP (IN. WC.) PURON® AND R-22 REFRIGERANTS UNIT Standard CFM SIZE 400 500 600 700 1 800 1 900 1550T-1100 1200 1300 1400 1500 1600 1700 1800 1900 1 2000 2100 2200 Dry 0.078 10.114 10.156 10.198 10,253 1814 Wet 0.096 10.138 10.183 10.213 10.277 Dry 2414 0.070 10.103 10.143 10.182 10.233 10.290 1 0.354 We 0.089 0.128 0.171 0.214 0.269 0.336 0.413 Dry 0.048 10.068 10.090 10.112 0.140 0.170 0.203 2417 Wet 0.064 10.091 10.122 10.150 10.188 10.224 10.263 Dry 0.065 0.097 0.135 0.173 0.223 0.278 0.339 0.405 0.478 3014 Wet 0.078 10.114 10.160 10.206 10.260 10.32110.388 10.461 1 0.540 Dry 3017 0.042 10.060 10.080 10.102 10.128 10.157 1 0.188 10.222 1 0.259 We 0.055 0.076 0.104 0.127 0.158 0.190 0.225 0.266 0.309 Dry 3617 0.043 10.061 10.082 10.103 10.128 10.157 1 0.189 1 0.221 1 0.259 10.299 1 0.341 T3617 Wet 0.056 10.079 10.107 10.133 In.166 In.200 I 0.236 I 0.276 0.315 0.361 0.413 Dry 0.035 0.048 0.062 0.076 0.093 0.111 0.132 0.153 0.177 0.201 0.228 3621 Wet 0.049 10.066 10.085 10.100 10.122 10.1441 0.171 1 0.192 1 0.217 1 0.245 1 0.276 Dry 4221 0.030 10.041 10.054 10.066 10.082 10.099 1 0.118 1 0.137 1 0.158 1 0.180 1 0.205 1 0.231 0.259 T4221 Wet 0.043 10.059 10.078 10.101 10.126 10.153 1 0.181 1 0.207 1 0.234 1 0.260 1 0.288 1 0.319 0.354 Dry 4821 1 10.047 10.060 10.075 10.092 1 0.110 1 0.130 1 0.152 1 0.176 1 0.204 1 0.230 0.256 1 0.284 1 0.318 T4821 Wet 0.053 10.067 10.085 10.1041 0.125 1 0.147 1 0.172 1 0.200 1 0.228 1 0.259 1 0.292 1 0.327 1 0.365 Dry 0.015 0.046 0.057 0.069 0.094 0.019 0.119 0.124 0.140 0.158 0.175 0.195 0.214 4824 Wet 0.032 10.050 10.066 10.08110.097 1 0.114 1 0.131 1 0.150 1 0.169 1 0.190 1 0.211 1 0.233 1 0.257 Dry 6024 1 10.062 10.073 1 0.084 1 0.097 1 0.111 1 0.126 1 0.138 1 0.154 1 0.172 1 0.190 1 0.210 10.228 1 0.251 10.273 10.293 T6024 Wet 0.082 10.096 1 0.112 1 0.129 1 0.145 1 0.163 1 0.171 1 0.191 0.212 1 0.235 1 0.258 10.283 0.310 10.336 10.366 City of Wheat Ridge Building Division Upper Level City of Wheat Ridge Building Division Job #: 6480 W 31st Ave, Wheat Ridge Col.. Rockview Designs Scale: 1 : 75 Performed by Rockview Designs (MM) for: Page 1 John Cessar Comfort Builder by Wrightsoft 6480 W 31 st Ave 19.0.15 RSU30090 Wheat Ridge, Co 2020 -Jun -09 21:14:20 ...pdated Cessar\Updated Cessar.ru 10x4 52 cfm Master Closet Laundp Master Bathroon Bathroom Bedroom 10x4 10x4 Ret Riser 10x4 76 cfm 29 cfm 10x4 10x4 10x4 13 cf 18X 18 73 cfm 73 cfm 5" 18x8 685 cfmcf 5" 4 pa 10x8 C 5-1 11 1 5" waq 10x4 5. 14x 5„ 10x6 10x6 24x6 59 cf 87 cfm 87 cfm 14x6 g 10x4 10x4 Stairwel 73 cfm 73 cfm Master Bedroon Bedroom: City of Wheat Ridge Building Division Job #: 6480 W 31st Ave, Wheat Ridge Col.. Rockview Designs Scale: 1 : 75 Performed by Rockview Designs (MM) for: Page 1 John Cessar Comfort Builder by Wrightsoft 6480 W 31 st Ave 19.0.15 RSU30090 Wheat Ridge, Co 2020 -Jun -09 21:14:20 ...pdated Cessar\Updated Cessar.ru Project Summary Anc� kv�1ewDs1gr� Entire House Rockview Designs For: John Cessar 6480 W31 D Ave, wheatRidge Cc Notes Weather Winter Design Conditions Outsitletlb 1 " naive tlb R" Design TD 71 " Heating Summary wheatRidge Colorado Structure 16367 Btu Ducts 0 Btu Central vent (43 cfm) 2738 Btu Outstl a au Heating Equipment Summary Make Carrier Hu mid Aicotion 3217 Btu Piping 0 Btu Equipment load 22322 Btu Infiltration 9629 Btu Method Aimplifiait ruchon quality Central vent (43 cfm) Average Fireplaces Oulstl e au 0 gea21HJ ArIipj Asa 40000 volume (D) 11543 11543 Anmangesrosur 045 023 Equiv AVF (dm) 87 44 Heating Equipment Summary Make Carrier 685 Trade Carrier Csmfsd92 Single Stag... Airflow factor Model 59SC2D040E14-10 dm/Bluh AHRI a1 0 060 Efficiency 921 AFUE Heating input 40000 Btu Healing ado of 32520 Btu Temperature rise 53 " Actual au flow 685 dm Airflow factor 0042 dm/Bluh Static pressure 060 in H20 Apace thermostat push gave ;�o,gw�m o... Br B ckunna o®ame n Summer Design Conditions Outside tlb 91 " Inside tlb 75 " Design TD 16 " Daily ran H de l difference 19Moisture grAb Sensible Cooling Equipment Load Sizing Structure 9629 Btu Ducts 0 Btu Central vent (43 cfm) 617 Btu Oulstl e au Blower 0 Btu Use manufacturer's data Rale/mmn�senor lIsl 1 00 load oad 10247 Btu Latent Cooling Equipment Load Sizing Structure 341 Btu Duds 0 Btu Central vent (43 cfm) 444 Btu 0wsa a an Equipment latent load 0 Btu Equipment Total Load Sunni 10247 Btu Req. tolalapaoly aH O SHR 09 ton Cooling Equipment Summary Make Carrier Trade CARRIER Cond 24ABM18ABN35 Coil CNPVP2414ALA AHRI of Effiwenry 120 EER, 14 SEER Aensble cooling 21200 Btu Latent mo ling 0 Btu Total cooling 21200 Btu Actual air flow 650 Air flow factor 0 0668 /grub Load jpph�Si dge spernsible heal alio Building Division Calculations approved by ACCAto meet all requirements of Manual J Ed Ed ailE "_'ti'd,T un 0921 1028 cannot amm.rovvm lo=ws lmmeoo90 x �� Pi .ICCI.. cvnµeme c:swvmo-e ay.ruv o Building Analysis Rocs 1rn�wDsigns EntireHouse Rockview Designs For: John Cessar 6480 W31 D Ave, wheatRidge Cc Location: an KE Btu h wheatRidge Colorado R 75 Elevation: 5430 tt 71 G as no Latitude: 40°N 3726 16 7 Outdoor: Heating Cooling Drybulb(°F) 1 91 Dailyadge�°q - (n ) Nkt bulb(° - 63 Wnd speed (mph) 150 75 Component an KE Btu h % of load R 75 Design TE) I'D 71 G as no 22 7 3726 16 7 Moisture tliRerenm gob) W.1 -186 Infiltration: Method Simplified Constructed quality Average Fireplaces 0 Ventilation 617 6 0 Humidification 3217 14 4 Ventilation 2738 12 3 Adjustments 0 Total 22322 loon Component an KE Btu h % of load R 75 Design TE) I'D 71 G as no 27 6 4524 44 1 Moisture tliRerenm gob) W.1 -186 Infiltration: Method Simplified Constructed quality Average Fireplaces 0 Ventilation 617 6 0 Internal gains 2420 23 6 VetlMlm woo Adjustments 0 Total 10247 loon Latent Cooling Load -0 Dtuh Overall U value -0059 Dtuh/tl'-°F Data entries checked Job gave ;� o,ogw�k... Dr. Ro•viiesD®gnsa*.n Indoor: Heating Cooling Indoor temperature I'D R 75 Design TE) I'D 71 16 Relative humidity y% 30 50 Moisture tliRerenm gob) W.1 -186 Infiltration: Method Simplified Constructed quality Average Fireplaces 0 Wntl031m Nfil VetlMlm woo Barneyrcmraled I-: otv or Wheat Ridge vwJ,a,:Building Division H ...rgroai 1028 •`^"'. e lderbywae�or ie a ie awdd9D e,ea .Eeg c,bhn am.,wera Av, vavr rup is on From m Doo.n Component Constructions JobDwD ' `wInama housedresses Rocs 1;aiwD signs EntireHouse Bas RoeWiD®gmW) Rockview Designs Doom Ceilings coercing Atic ceiling asphalt priced roof mat �5 roof ins r 44 1283 0022 490 1 56 2003 1 04 1333 ci noon D n (none) BNY a Wheat Ridge Building Division mai.I aneem «.Buldersycle�r,eorra=urooeo m.,wd..a dooffl a,� �r mp cup -MB r D n ves n For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Anno ding! NONE Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A n 205 0062 200 440 900 062 126 gypsurn board In Inch 2 x6 sood rm 16 o c stud a 341 0062 200 440 1501 062 210 1 241 0062 200 440 1059 062 148 so 373 0062 200 440 1642 062 230 all 1159 0062 200 440 5102 062 715 Panitions (none) Wntlows gap 1 g the 6 67 ft head of a 64 0320 0 227 1454 353 2261 1 16 0320 0 227 364 182 291 so 32 0320 0 227 727 353 1130 all 164 0320 0 227 3726 260 4270 Doom Ceilings coercing Atic ceiling asphalt priced roof mat �5 roof ins r 44 1283 0022 490 1 56 2003 1 04 1333 ci noon D n (none) BNY a Wheat Ridge Building Division mai.I aneem «.Buldersycle�r,eorra=urooeo m.,wd..a dooffl a,� �r mp cup -MB r D n ves n Component Constructions Jobawa ' `wInama housedresses Rocs 1;aiwD signs Betlroot Bre=aviseeoe.BRal Rockview Designs ci noon B n (none) supper. u�vuhrpvmvu..aj,z6ecdGzv Cm a Wheat Ridge Building owklon mai.1028 I nm «.elderycle�r,eorra=uroon neo sea a John ^ainum.n doglupd,� �o r mp f -MCI r D For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or AnnoU line Il R III ding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A n 82 0062 200 440 361 062 51 gypsurn board In Inch 2 x6 sood rm 16 o c stud a 151 0062 200 440 663 062 93 all 233 0062 200 440 1023 062 143 Panitions (none) Wntlows gap 1 g the 6 67 ft head of a 16 0320 0 227 364 353 565 all 42 0320 0 227 954 205 859 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 239 0022 490 1 56 373 1 04 248 ci noon B n (none) supper. u�vuhrpvmvu..aj,z6ecdGzv Cm a Wheat Ridge Building owklon mai.1028 I nm «.elderycle�r,eorra=uroon neo sea a John ^ainum.n doglupd,� �o r mp f -MCI r D Component Constructions JobInama ing0 Magrain o:o`'w Roral:;awD ig Masted -Bedroom ar oeWi�D®gm W) Rockview Designs cal ins 1 A surn board In Inch Floors D n (none) Inr Wheat Ridge supper. occas hi Car m.ni<xra 6endnn ennalne Division 2020 un 09 21 1028 mai.I nm «.Buldersycle�r,eorra=uroon neo sea 3 John ^ainum.n doglupd,� �o r mp f -MCI r D For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wntl speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Ashoding! NONE Gain . oim_r Iclu oim rll oim It., Walls R20ff,m,AgIIFrm,zI sJ,,dge svoddhthr20Gc,m,lA a 139 0062 200 440 612 062 86 gypsurn board In Inch 2 x6 sood sm 16 o c stud 1 115 0062 200 440 504 062 71 all 254 0062 200 440 1116 062 156 Panitions (none) Wntlows Locur 2012 2 glazing cor our air gas mtl no be w in an or nor 1 A a 32 0320 0 227 727 353 1130 gap 1 g the 6 67 ft head of 1 16 0320 0 227 364 182 291 all 48 0320 0 227 1091 296 1422 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 284 0022 490 1 56 443 1 04 295 cal ins 1 A surn board In Inch Floors D n (none) Inr Wheat Ridge supper. occas hi Car m.ni<xra 6endnn ennalne Division 2020 un 09 21 1028 mai.I nm «.Buldersycle�r,eorra=uroon neo sea 3 John ^ainum.n doglupd,� �o r mp f -MCI r D Component Constructions Job Inama ing0 Marain o:o`'w Rocs kv;agvi sig Bedroom 7 Br movIwmeeIpmgnsgddG Rockview Designs ci Floors B n (none) Cm of Wheat Ridge Building Division supper. u�vuhrpvmvuqmNj,z6ecdGzv mai.2020 un 09 21 1028 I nm «.elderycle�r,eorra=uroon neo sea 4 John ^ainum.n doglupd,� �o r mp f -MB r D For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Asho ding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A n 123 0062 200 440 539 062 76 gypsurn board In Inch 2 x6 sood sm 16 o c stud so 115 0062 200 440 504 062 71 all 237 0062 200 440 1043 062 146 Panitions (none) Wntlows gap 1 g the 6 67 ft head of so 16 0320 0 227 364 353 565 all 42 0320 0 227 954 205 859 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 212 0022 490 1 56 332 1 04 221 ci Floors B n (none) Cm of Wheat Ridge Building Division supper. u�vuhrpvmvuqmNj,z6ecdGzv mai.2020 un 09 21 1028 I nm «.elderycle�r,eorra=uroon neo sea 4 John ^ainum.n doglupd,� �o r mp f -MB r D Component Constructions Job Inama ing0 Marain o:o`'w Rocs 1;awD signs Toilet Br movIwmeeIpmgnsgddG Rockview Designs Construction descriptions Walls Ran rrem e deal:rm sell so odd soon both r 20 ocsua Giving gypsurn board In Inch 2 ood an 16 Panitions (none) Wntlows (none) Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 cal ins 1 A surn board In Inch Floors B n (none) 0, Asho U ,In, Insul R III Loss all 111101 For: John Cessar I I'll I I clul lull I'll lull 6486 W31 D Ave, WM1ear Ritlge, Cc 0062 200 440 139 062 19 r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions Walls Ran rrem e deal:rm sell so odd soon both r 20 ocsua Giving gypsurn board In Inch 2 ood an 16 Panitions (none) Wntlows (none) Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 cal ins 1 A surn board In Inch Floors B n (none) 0, Asho U ,In, Insul R III Loss all 111101 Gain I I'll I I clul lull I'll lull It., 1 32 0062 200 440 139 062 19 21 0022 490 1 56 33 1 04 22 nrr Of Wheat Ridge supper. u< vuhrzrzeem mqm Nyau[nMhn Building Division ai.n Alo John Im«.eldern.w.e�r,eo1ra=uroon neo sea 5 ^ainum.n doglupa,� mo ar..e f -MCI r D Component Constructions Jobawa ' `wInama housedresses Roe�k�wD ig Masfer8afhroom arnsiliviseeo®einsal Rockview Designs ci noon a n (none) Cm a Wheat Ridge supper. �, mvu. .a.e:n>a.., Building Billion supp 2020 un 09 21 1028 mai.I nm «.elderycle�r,eorra=uroon neo sea 6 John ^ainumed doglupd,� �o r mp f—MCI r D For: John Cessar 6486 W31 D Ave, WM1ear Ridge, Cc r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Anno U line Il R III ding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A 1 95 0062 200 440 416 062 58 gypsurn board In Inch 2 x6 sood rm 16 o c stud so 82 0062 200 440 359 062 so all 176 0062 200 440 775 062 109 Panitions (none) Wntlows Locur 2012 2 glazing cor our air gas mtl no be w in at or nor 1 A so 4 0320 0 227 91 353 141 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 126 0022 490 1 56 196 1 04 130 ci noon a n (none) Cm a Wheat Ridge supper. �, mvu. .a.e:n>a.., Building Billion supp 2020 un 09 21 1028 mai.I nm «.elderycle�r,eorra=uroon neo sea 6 John ^ainumed doglupd,� �o r mp f—MCI r D Component Constructions JobInama ing0 Marain o:o`'w Roe�k�wD Master Closet ar movIwmeeIpmgnsgddG Rockview Designs For: John Cessar 6486 W31 D Ave, WM1ear Ridge, Cc Location: r Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Ashoding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A so 55 0062 200 440 240 062 34 Panitions (none) Wntlows Locur 2012 2 glazing cor our air gas mtl no be w in an or nor 1 A so 4 0320 0 227 91 353 141 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 72 0022 490 1 56 112 1 04 74 cal ins 1 A surn board In Inch Rivers a n (none) nrr Of Wheat Ridge supper. �, mvu .a.e:n>a.., Building Division supp 2020 un 09 21 1028 mai.I nm «.elderycle�r,eorra=uroon neo sea 7 John ^ainumed doglupa,� �o r mp f—MCI r D Component Constructions Jobawa ' `wInama housedresses Rocs 1rn�wD signs Laundry Ban e.gvisN,oe.Binsal Rockview Designs For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc Location: r Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Anno U line Il R III ding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A so 61 0062 200 440 270 062 38 Panitions (none) Wntlows Locur 2012 2 glazing cor our air gas mtl no be w in at or nor 1 A so 4 0320 0 227 91 353 141 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 74 0022 490 1 56 116 1 04 77 cal ins 1 A surn board In Inch noon B n (none) Cm a Wheat Ridge Building owklon supper. u�vuhrpvmvu..aj,z6ecdGzv mai.2020 un 09 21 1028 I nm «.elderycle�r,eorra=uroon neo sea 8 John ^ainum.n doglupd,� �o r mp f -MCI r D Component Constructions Jobawa ' `wInama housedresses Rocs kvewD sig Bathroom? Bre=gviseeoe.Binsal Rockview Designs For: John Cessar 6486 W31 D Ave, WM1ear Ritlge, Cc Location: r Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions or Anno U line Il R III ding! Gain . oim_r Iclu oim rll oim It., Walls R 20 Dean , deal I Frin sell so ad de soon both r 20 Giving 1 A so 61 0062 200 440 270 062 38 Panitions (none) Wntlows Locur 2012 2 glazing cor our air gas mtl no be w in at or nor 1 A so 4 0320 0 227 91 353 141 Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 98 0022 490 1 56 153 1 04 102 cal ins 1 A surn board In Inch noon B n (none) Cm a Wheat Ridge supper. <x.esnzvmvu. a'ra MdGz Building owklon 2020 un 09 21 1028 mai.I nm «.elderycle�r,eorra=uroon neo sea 9 John ^ainum.n doglupd,� �o r mp f -MB r D Component Constructions Job Inama ewe Marse;^ o:o`'w Rocs 1;awD signs Stainede0 Br movkmmeevgnsgddG Rockview Designs Construction descriptions Walls Ran rrem e deal:rm se%ls vooa ocsua so ad desGiving gypsurn board In Inch 2 Panitions (none) Wntlows Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 cal ins 1 A surn board In Inch Floors e n (none) 0, Asho U ,In, Insul R III Loss all 111101 For: John Cessar I I'll I I clul lull I'll lull 6486 W31 D Ave, WM1ear Ritlge, Cc 0062 200 440 227 062 32 r Location: Indoor: Heating Cooling WM1eal Ritlge, Colorado Indoor temperature I'D R 75 Elevation: 543611 Design TD I'D 71 16 Latitude: 46°N Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference gelff) W.1 -185 Diablo IT) 1 91 Infiltration: Dallyange I'D - ]H (H) Method Simplified V4ktbulb I'D - 63 ConDrudion quality Average Wnd speed (mph) 156 7 5 Fireplaces 6 Construction descriptions Walls Ran rrem e deal:rm se%ls vooa ocsua so ad desGiving gypsurn board In Inch 2 Panitions (none) Wntlows Doom Ceilings R 49 Ceiling Atic ceiling asphalt priced roof mat �5 roof ins r 44 cal ins 1 A surn board In Inch Floors e n (none) 0, Asho U ,In, Insul R III Loss all 111101 Gain I I'll I I clul lull I'll lull It., a 52 0062 200 440 227 062 32 16 0320 0 227 364 353 565 supper. u�vuhrpvmvuqmNj,z6ecdGzv One Of Wheat Ridge Building Division ai.n Alo John Im«.eldersycle�r,gorra=uroon neo sea 10 ^ainum.n doglupa,� �o rmi f -MCI r D AED Assessment Ro�k�wD Entire House Rockview Designs For: John Cessar 6486 W31stPve, WM1ea1 Ritlge, Cc Location: Cooling ]2 Indoor: WM1ea1 Ritlge, Colorado 16 36 Indoor temperature (°D Elevation: 5436 n 166 Design TD I'D LnWae: 40-N Relative bumlalry (% Outdoor: Heating Cooling Moisture difference gnlb) DrybulbIT) 1 91 Infiltration: Dallyange I'D - 28 (D ) vwmulbI'D 63 Wnd speed (mph) 156 75 FW1y 0I Lffad Job save sh nix Axis Dr. aockwess®eRw*+t Heating Cooling ]2 ]5 ]1 16 36 56 W 1 166 Maximum hourly glazing load exceeds average by 11.66. House has adequate exposure diversity (HED), based on HED limit of 306. 1 O HED excursion: 253 Btuh (PFG - HLP) Wheat Ridge Bulltllre Division $ .I 0921 1028 �d mmmn ue il �� emleerypeanoo 15 Asmooeo Pi ACG. amnwe.m Ce�3DUi avv.rvv Cac ws hort corncortives n Right.q Worksheet Job eumiso ogw Entire House eaRod Br. RuckmrwD®DR offit Rock view Designs Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed vow.. 1028 0921 Aft Cron CesdanWeve Case mo-eauwoneat Cannot om=ws lmgo9¢a n abs 8609 BanTB I LLn uc MM Iv+E read @up!IIn� Rul in (Ruh) or 0 (Ruh) red, cool Greg BRIS ded, I cool Greg BRIS ded, C20i H �q raw E 2012 0 320 n 22 72 11 31 5 0 1181 588 26 0 591 294 �q raw E 2012 0 320 e 22 72 35 32 6 0 1454 2261 16 0 364 565 �e �q C RQ Ceiling 0 022 1 56 1 04 128 1283 2003 1333 239 239 373 248 o)ae eaamon 12 1 553 6 1312 N m 13 mai gala Carl@ ao30 PoPn Subtatal endis)ag idea earnal load C a 14 Bull 16360 9620i evWhdRi � g iel �uaie@m) BDII Dil peII Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed vow.. 1028 0921 Aft Cron CesdanWeve Case mo-eauwoneat Cannot om=ws lmgo9¢a n Right.q Worksheet Job �um�io ogw Entire House ennn Dr RuckmrwD®DR Wt Rock view Designs Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed vow.. 1028 0921 Aft grand CesdanWditeedmo-eauweneav Cannot om=ws lmgo9¢a n ®eP do vof lanLLn ue n' MM 9W Inad read mew @Mm-'r�I @wm9 m @.N W in @.N Hed, cool Case WRIS ded, I cool Case WRIS ded, I a:::] H �q Law E 2012 0 320 n 22 72 11 31 0 0 26 591 294 �q �e �q Law E 2012 0 320 w 22 72 35 32 0 0 16 364 565 C RQ Ceiling 0 022 1 56 1 04 28 28 443 295 212 21 332 221 o)ae eaamon 12 on 1 N m 13 mai gala Carl@ ao30 PoPn Subtatal 5tois)1 63 idea aternal load 0 Ro Subtota 3910 2560 14 lN9i°a[ Rlagg Bi Dil �a�lm%r 1 Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed vow.. 1028 0921 Aft grand CesdanWditeedmo-eauweneav Cannot om=ws lmgo9¢a n Right.q Worksheet Job eumiso asW Entire House en Rod Dr RuckmrwD®DR Wt Rock view Designs Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aft emo-eaiovow.. argon m�nWeaccswprvirpom=ws rmmam damage N neap Red, no. Tell grat Zones. 5 Corona ZOP or Abp "OnLLn ue n' MM 9W Inad }W read mew @Mm-'r�I @wm9 m @.N m @.N red, cool Case WRIS ded, I cool Case I WRIS ded, a:::] H �q �q �e 11 R20 Frourne nal 0 062 a 4 Q 0 62 32 32 139 19 9 95 416 58 �q C RQ Ceiling 0 022 1 56 1 04 21 21 33 22 12 126 196 130 o)ae eaamon 12 N m 13 maana CarlM np Applanodenther 500 Subtatal endis) idea aternal load v Lai dealW30 hot Ri14 dgy Subtota 5 dr uaiin0d Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aft emo-eaiovow.. argon m�nWeaccswprvirpom=ws rmmam damage N neap Right.q Worksheet Job �um�io ogw Entire House ennn Dr RuckmrwD®DR Pmt Rock view Designs Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aftmo-emiovow.. anm�nWdmcswprvirpom=ws ordam damage N Page do �P9 gyp} lanLLn ue !II n' MM read read mew @M Rul m @.N in @.N I Hed, cool Greg I WRIS ded, I cool Greg WRIS ded, I a:::]H �q �q �e �q Law E 2012 0 320 w 22 72 35 32 0 91 141 91 141 o)ae eaamon 12 on N m 13 mgang CarlM np 015500 1 Applanodenther Subtatal 5tots) 75Lai DI01 Subtota 68 31 Wheadeal t Ridged 14 0% ei�BDll in0dred adr tll pa Nklgk� Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aftmo-emiovow.. anm�nWdmcswprvirpom=ws ordam damage N Page Right.q Worksheet Job �um�io ogw Entire House ennn Dr RuckmrwD®DR Wt Rock view Designs Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aftmba°gi°vow.. anm�nWevccswpdCe.om=ws ordam damage N Page Red, no. Bithroorn 1 Scroll °gP.) 68p "OnLLnue MM read }W read mew @up!II°a Rul in (Ruh) in (Ruh) Hed, cool Case I WRIS ded, I cool Case WRIS ded, I a:::]H �q �q �e �q C RQ Ceiling 0 022 1 56 1 04 9 98 153 102 158 158 247 164 o)ae eaamon 12 on 33 N m 13 mai gala Carl@ a° PoPn Subtatal 5tois) idea aternal load kwof ° deal N ° [Ri ° 14 5 m' g� ° d DD� � "a forro�a°imel0 47 Calculations approved by PCC4ro meet all requirements of Manual J Ed Ed Aftmba°gi°vow.. anm�nWevccswpdCe.om=ws ordam damage N Page Loads for Multiple Orientations Joba `64880 Mor31 oA,cW Inar20 Ro�kv(awD EntireHouse ar eo=avienvo®eRnfdn Rockview Designs Building eneimlon Cooling Load Front Door North Northeast East southeast For: John Cessar West Northwest Sensible Load(Loop 16247 16551168]4 6486 07319 Pvs WheatRidge Cc 11642 10761 16566 Latent Load (Curb 6 r 6 6 Location: 6 6 Indoor: Heating Cooling WheatRidge Colorado 168]4 11662 Indoor temperature I'D R 75 Elevation: 543611 Heating AVF(cm) 685 Design TD I'D 71 16 Latitude: 46°N 685 685 Relative humidity CS) 36 56 Outdoor: Heating Cooling Moisture difference Or/Ib) 371 -185 Drybulb (°F) 1 91 Infiltration: Dailyange I'D - 28 (H ) Wobble I'D 63 Wind speed (mph) 156 7 5 Building eneimlon Cooling Load Front Door North Northeast East southeast south southwest West Northwest Sensible Load(Loop 16247 16551168]4 Deerhms 11662 11655 11642 10761 16566 Latent Load (Curb 6 6 6 6 6 6 6 6 Total Load (Loop 16247 16551 168]4 11662 11655 11642 10761 16566 Heating AVF(cm) 685 685 685 685 685 685 685 685 Cooling AVF(dm) 656 G56 G56 G56 G56 656 656 656 Building eneimlon Cooling Load Calculations approved by ACCAto meet all �nn WvcU e�m.�e Ces30r o -e ov.w ole=ws bort momma. n Ed Ed ora of Wheat Ridge euildtrg Division Pi 1 orime. Current Orientation Front Deerhms North Highest Cooling Lead. Front Deerhms South Calculations approved by ACCAto meet all �nn WvcU e�m.�e Ces30r o -e ov.w ole=ws bort momma. n Ed Ed ora of Wheat Ridge euildtrg Division Pi 1 Upper Level City of Wheat Ridge Building Division Job #: 6480 W 31st Ave, Wheat Ridge Col.. Rockview Designs Scale: 1 : 75 10x4 Page 1 John Cessar 52 cfm 6480 W 31 st Ave 19.0.15 RSU30090 Wheat Ridge, Co Master Closet Laundp 2020 -Jun -09 21:11:01 Master Bathroon ...pdated Cessar\Updated Cessar.ru Bathroom Bedroom 10x4 10x4 Ret Riser 10x4 76 cfm 29 cfm 10x4 10x4 10x4 13 cf 18X 18 73 cfm 73 cfm 5" 18x8 685 cfmcf 5" 4 pa 10x8 C 5-1 11 1 5" waq 10x4 5. 14x 5„ 10x6 10x6 24x6 59 cf 87 cfm 87 cfm 14x6 g 10x4 10x4 Stairwel 73 cfm 73 cfm Master Bedroon Bedroom: City of Wheat Ridge Building Division Job #: 6480 W 31st Ave, Wheat Ridge Col.. Rockview Designs Scale: 1 : 75 Performed by Rockview Designs (MM) for: Page 1 John Cessar Comfort Builder by Wrightsoft 6480 W 31 st Ave 19.0.15 RSU30090 Wheat Ridge, Co 2020 -Jun -09 21:11:01 ...pdated Cessar\Updated Cessar.ru Duct System Summary Ro�k;iewD Entire House Rockview Designs For: John Cessar 6456 W31 D Ave, Meat Ridge, Cc Jun 6480 sq, oao w i... ar ao•a,nnvl] eon +f CNV a Wheat Ridge eulldirg nation $2020 Jun 09 21 10 JO ...gyev— momt Buldercyco a mJac MX emm000ezrez n Pit .,w�.a®axwpnme m.rup o Hearing Cooling External static pressure 060 in H20 070 in H20 Pressure loses 629 In H2O 636 In H2O Available static pressure 631 in H20 034 in H20 Supply/ return available pressure 0252/0058 in H2O 0276/0064 in H2O Lowest friction are 6.133 in/1661r 0146 in/1661r Actual air flow 685 dm 656 dm Total effective length (TEL) 53 6.177 232 ft 6x6 CNV a Wheat Ridge eulldirg nation $2020 Jun 09 21 10 JO ...gyev— momt Buldercyco a mJac MX emm000ezrez n Pit .,w�.a®axwpnme m.rup o Name Trunk Type Hp (ctm) Clg Design (ctm) FR Veice Diam (fpm) (in) HxW (in) Dud Material Trunk Design Hp ag Design Diam HxW Dud Actual FfgEnv Name For) (ctm) (ctm) FR (in) (in) Mafl Loin) Loin) Trunk 792 33 53 6.177 56 6x6 Shelf 110 1450 s1 Bi 1 M1 1745 73 66 6.171 56 6x6 ShM1 170 1360 s1 Bi 1-A h 1745 73 66 6.175 56 6x6 ShM1 20.3 1150 s1 Bi 2 M1 1749 73 53 6.164 56 6x6 ShM1 166 1350 s1 Bi 2-A h 1749 73 53 6.164 56 6x6 ShM1 20.5 1250 s1 776 31 52 6.146 56 6x6 ShM1 135 1750 alt M1 1515 76 63 6.175 56 6x6 ShM1 110 1360 alt 1203 82 87 6216 56 6x6 ShM1 163 1150 alt -A c 1203 82 87 6.189 56 6x6 ShM1 66 1460 alt M1 687 29 21 6.176 4 6 6x6 ShM1 83 1350 alt 872 47 59 6.179 56 6x6 ShM1 146 1460 s1 Tolet h 363 13 3 6524 46 6x6 ShM1 136 35.6 alt CNV a Wheat Ridge eulldirg nation $2020 Jun 09 21 10 JO ...gyev— momt Buldercyco a mJac MX emm000ezrez n Pit .,w�.a®axwpnme m.rup o Name Trunk Type Hp (ctm) Clg Design (ctm) FR Veice Diam (fpm) (in) HxW (in) Dud Material Trunk ad D2 Peak AVF Peak AVF 373 312 337 6.161 313 6.133 671 86 764 84 S x 16 S x S ShfMefl ShfMefl CNV a Wheat Ridge eulldirg nation $2020 Jun 09 21 10 JO ...gyev— momt Buldercyco a mJac MX emm000ezrez n Pit .,w�.a®axwpnme m.rup o Name Grille Size (in) Htg (cfm) Clg (cfm) TEL (ft) Design FR Veloc (fpm) Diam (in) H x W (in) Stud/Joist Opening (in) Duct Matl Trunk rb6 Oxo 685 650 43.8 0.133 491 16.0 Ox 0 Peak AVF ShMt rt1 City of Wheat Ridge Building Division Boldlitalic values have been manually overridden 2020 -Jun -09 21:10:30 wriyNtsaT[ Comfort Builder by Wrightsofi 19.0.15 RSU30090 Page 2 1R+�+rs ...sWohn CessarUlpdated CessarUlpdated Cessar.rup Calc = MA Front Door faces: N Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 685 650 0.133 685 11.3 8 x 18 ShtMetl rrs1 rrs1 Peak AVF 685 650 0.133 395 11.3 10 x 25 ShtMetl City of Wheat Ridge Building Division Boldlitalic values have been manually overridden 2020 -Jun -09 21:10:30 wriyNtsaT[ Comfort Builder by Wrightsofi 19.0.15 RSU30090 Page 2 1R+�+rs ...sWohn CessarUlpdated CessarUlpdated Cessar.rup Calc = MA Front Door faces: N Duct system multi orientation report J,ba `�wp sq' AwsW Dar,Ro�k;ievv EntireHouse she eocaninvo®gmel,) Rockview Designs For: John Cessar 6480 W319 Pve, Meat Ridge, Co Gelatin, W, N" Group 2: (NE) Group 3: (E) Group d: ISE, s Group 5: (SW1 CRV a Wheat Ridge Buill call 'i wNeneomarm. eid..dvw. mio-MB rmm000ezrez n ada .,h as,wddwd am.rud a (N) (E) (SE) _ . ,ig....................... .. cze1czeczeon onst2 312 h 8M 312 h 8M 313 c 8M 312 h 8MReturn BranchesReturn Trunksher m 1250 685 h 2500 685 h 25xJ10 685 h 0 685 hFriction RatesHeating FR 0 133 0 133 0 133 0 133Cooling FR 0 146 0 146 0 146 0 146 CRV a Wheat Ridge Buill call 'i wNeneomarm. eid..dvw. mio-MB rmm000ezrez n ada .,h as,wddwd am.rud a For: John Cessar 6480 W 31 st Ave, Wheat Ridge, Co Duct Name S SW NW Reg CFM eg Size Puct Size Reg CFM I Reg Size Puct Size eg CFM eg Size uct Size Reg CFM reg Size Puct Size Supply Branches Bathroom 1 51 c 10x4 5 49 c 10x4 4 47 c 10x4 4 43 c 10x4 4 Bedroom 1 80 c 10x4 5 73 h 10x4 5 73 h 10x4 5 73 h 10x4 5 Bedroom 1-A 80 c 10x4 5 73 h 10x4 5 73 h 10x4 5 73 h 10x4 5 Bedroom 2 74 c 10x4 5 75 c 10x4 5 73 h 10x4 5 73 h 10x4 5 Bedroom 2-A 74 c 10x4 5 75 c 10x4 5 73 h 10x4 5 73 h 10x4 5 Laundry 49 c 10x4 5 1 47 c 10x4 4 45 c 10x4 4 41 c 10x4 4 Master Bathroom 76 h 10x4 5 1 76 h 10x4 5 1 76 h 10x4 1 5 76 h 10x4 5 Master Bedroom 82 h 10x6 5 82 h 10x6 5 83 c 10x6 5 90 c 10x6 5 Master Bed room -A 82 h 10x6 5 82 h 10x6 5 83 c 10x6 5 90 c 10x6 5 Master Closet 29 h 10x4 4 29 h 10x4 4 29 h 10x4 4 29 h 10x4 4 Stairwell 47 h 10x4 4 47 h 10x4 4 61 c 10x4 5 59 c 10x4 5 Toilet 13 h 10x4 4 13 h 10x4 4 13 h 10x4 4 13 h 10x4 4 Supply Trunks t1 388 c 10x8 386 c 10x8 373 h 10x8 373 h 10x8 t2 312 h 8x8 312 h 8x8 312 h 8x8 312 h 8x8 Return Branches rb6 685 h 18x18 16 685 h 18x18 16 685 h 18x18 16 685 h 18x18 16 Return Trunks rt1 685 h 18x8 685 h 18x8 685 h 18x8 685 h 18x8 rrs1 685 h 25x10 685 h 25x10 685 h 25x10 685 h 25x10 Friction Rates Heatin FR 0.133 0.133 0.133 0.133 oolin FR 0.146 0.146 0.146 0.146 City of Wheat Ridge Building Division 2020 -Jun -09 21:10:30 wriyNtsaT[ Comfort Builder by Wrightsofi 19.0.15 RSU30090 Page 2 1R+�+rs ...sWohn Cessar\Updated Cessar\Updated Cessar.rup Calc = MA Front Door faces: N For: John Cessar 6480 W 31 st Ave, Wheat Ridge, Co Duct Name Largest Smalest Reg CFM Reg Size Duct Size Reg CFM Reg Size Duct Size Supply Branches Bathroom 1 53 c 10x4 5 43 c 10x4 4 Bedroom 1 80 c 10x4 5 73 h 10x4 5 Bedroom 1-A 80 c 10x4 5 73 h 10x4 5 Bedroom 2 75 c 10x4 5 73 h 10x4 5 Bedroom 2-A 75 c 10x4 5 73 h 10x4 5 Laundry 2 c 10x4 5 41 c 10x4 4 Master Bathroom 76 h 10x4 5 76 h 10x4 5 Master Bedroom DO c 10x6 5 82 h 10x6 5 Master Bed room -A DO c 10x6 5 82 h 10x6 5 Master Closet 9 h 10x4 4 29 h 10x4 4 Stairwell 31 c 10x4 5 47 h 10x4 4 Toilet 13 h 10x4 4 13 h 10x4 4 Supply Trunks t1 388 c 10x8 373 h 10x8 t2 313 c 8x8 312 h 8x8 Return Branches rb6 385 h 18x18 16 685 h I 18x18 16 Return Trunks rt1 385 h 18x8 685 h 18x8 rrs1 385 h 25x10 685 h 25x10 Friction Rates Heatin FR 133 0.133 oolin FR 146 0.146 City of Wheat Ridge Building Division 2020 -Jun -09 21:10:30 wriyNtsaT[ Comfort Builder by Wrightsofi 19.0.15 RSU30090 Page 3 1R+�+rs ...sWohn Cessar\Updated Cessar\Updated Cessar.rup Calc = MA Front Door faces: N Static Pressure and Friction Rate put,parka 6480 Mary5N'^ o:o`'w Ro�kyievv EntireHouse By. eocaininvDitsont Rockview Designs For: John Cessar 6450 W31 D Ave, Wheat Ridge, Cc Supply Return Q1) Q1) Measured length o(run -out 11 0 Measured length of trunk 3 4 Equivalent length of fittings 175 40 Total length 189 44 Total effective length 232 Heating Heating Cooling (in/100fl) (in H20) (in H20) External static pressure 060 070 Pressure losses Coil 0.15 021 Heat exchanger 0 0 Supply diffusers 0 03 00 - 0 -Return Return grilles 0 03 00 - 0 -Filter Filter 005 00, Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 031 034 Supply Return Q1) Q1) Measured length o(run -out 11 0 Measured length of trunk 3 4 Equivalent length of fittings 175 40 Total length 189 44 Total effective length 232 Heating Cooling (in/100fl) (in/100fl) Supply Duds 0.133 OK 0146 OK Return Ducts 0.133 OK 0146 OK Supply 4A650,8AI,30, 2B5-50, 1 C35. ToRIEL=175 Return 54=40.ToRIEL=40 City a Wheat Ridge Building nation 2020 J.n 09 21 x32 A $ v..gyev— arm.e lderbyro ae,1 io-MB rmm000ezrez n m.,wnra as,wpn,� am.rup a City of W he at fid COMMUNITY DEVELOP MENT SUBCONTRACTOR AUTHORIZATION FORM 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: General Contractor: -rL) Z FORM WILL NOT BE ACCEPTED NVITH MISSING INFORMATION Company Name: Ole LA..CA e �'t"tulc`l A 'Contact Phone #: 303 Wheat Ridge Contractor License It: D (required field) Printed Name of Authorized Agent Sig ature of Authorized Agent -4 919 2-u z�) Date ♦�14 City of WheatI�idge COMMUNITY DEVELOPMENT 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: General Contractor: T"_6 l..i'q4_ BLIIAG J Company Name: Contact Phone #: J00_ 2 ! ' q OST Wheat Ridge Contractor License #: 3 (required field) State License #: 2-1 73 Master License #: / Yo 7-& i�&� a-Ira Printed Name of Authorized Agent j Signature of `Authorize Agent F04,7v Date hCity of 6 at f-k.-,,d-gc // (;OMMUNITY DEVELOPME"j� NT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: FQRIN'1 WILL NOT 11E ACCEP''I'i D «t'LH N;11SSI?NC INFORMATION Company Name: �Yovi2a 1, t -1e �Y1rCQtSe►^UrQ'S� Contact Phone Wheat Ridge Contractor License #: 013C, (required field) State License #: Master License #:yC� YGjf i Printed'N me of Authorized Agent /i�'�1i1�7 �/ ��L -✓i' 1/ `Sign'tu� of Authorized �ent Date W 0 a w LL O N U W U O Z O V w CL Z 0 10 oll I. 71 L 6 00 L/ 3 4� Ae, �_>" INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Occnpancx/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Plumbing Concrete Encased Ground (CEG) Mid -Roof Foundation / P.E. Letter r M It4 Z�N ` ' _j Lath / Wall Tie 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 r M It4 Z�N ` ' _j Lath / Wall Tie Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail LFinal Inspections Date Inspector Comments Initials j 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 ROW & Drainage / Public Works Dept. I'loodplain Inspection (if applicable) - inspections call 303-235-2861. For fire inspections Fire Inspection / Fire Protection Dist. contact the Fire Protection District for your project. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors --- Final Building ----- - --- _._ __ NOTE: All items must be completes art apr 14" ks- p P and Building before a Certificate of Occupancy is issued. Approve; cf tFe Firs. e_ .; a authorization of occupancy. *For low voltage permits - Please be sure that r by the Building Division. Occupancy Is Not Permit' Pro ,l ; a District and electrical low voltage to pancy Is Issued .her A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 49 r I N Pk L VOC4-- Job Address: eU w,_�� ST. � Permit Number: �{_7Q,Z& `, 1Z- (j o �-- �-1 N A l 1 1(C--1-)IP tr / IPS' wjyl�,7.�Lle �� 1)i ITh 1/�- iAI(�t 1 i(1�11 ❑ No one available for inspection: Time U AM/PM Re -Inspection required: Yes GNo When corrections have been made, call for re -infection at 303-234-5933 Date: qb0 I :�- Inspector: DO NOT REMOVE THIS NOTICE )K -90IION SIHl-gAOIIl3tl ION 00 :aoloadsul 1:a}aa� 77 r ££6 0 uo/loads&-aa aol lleo 'apew uaaq aney suolloaajoa uayM. ON saA :paainbaa uoiloodsul-aa W - awl -L :uoiloadsui ao� a�ga�i�na auo oN~g' 0H ci n X45 ao- 1� ( :aagwnN livaaad } :adA1 uoi4oadsul 331ION N01103dSNI xeJ 6z68-L8Z (808) • 9q/40 358Z -58Z (808) mqj uolloadsul ££69-b£Z (£OE) uoisinia u0113adsul 6uip)in8 , 3Ja1a ld3HM =10 A113 A i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 00r Job Address: '6q60 W 31 Permit Number: I-0/70 3.36 3 ❑ No one available for inspection: Time / �'O AM/PM Re -Inspection required: CS No Ac C':�( /, When corrections have been made, call for re -inspection at 303-234-5933 Date:P7/Inspector: �!e�// T r DO NOT REMOVE THIS NOTICE i CITY OrWHEAT RIDGE Building Inspection Division p y (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: V9 to Job Address: <4 ?/0 V) • 'b l tr Ave Permit Number:i1?�(oj i ❑ No one available for inspection: Time 2: 2 %PM Re -Inspection required: Yes No When corrections have been made, call foreti3-234-5933 Date: FInspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Roofing PERMIT - 201703363 PERMIT NO: 201703363 ISSUED: 07/06/2017 JOB ADDRESS: 6480 W 31st AVE EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re -roof to install IKO Cambridge asphalt shingles with ROOF DECKING - 28 sq. *** CONTACTS *** OWNER (303)475-2623 CESSAR JOHN J SUB (303)985-8536 Bobby Floor 11 022322 B & L Roofing 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: 9,383.50 FEES Total Valuation 0.00 Use Tax 197.05 Permit Fee 204.30 ** TOTAL ** 401.35 *** 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 one half 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 manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 1, by m 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 perrmt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perforpgd 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 I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance 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 applicab,�,�ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. N 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. City of Wheat Ridge %^ Residential Roofing PERMIT - 201703363 PERMIT NO: 201703363 ISSUED: 07/06/2017 JOB ADDRESS: 6480 W 31st AVE EXPIRES: 07/06/2018 JOB DESCRIPTION: Residential Re—roof to install IKO Cambridge asphalt shingles with ROOF DECKING — 28 sq. 1, by m 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 perrmt. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perforpgd 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 I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance 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 applicab,�,�ode or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. N 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. Kimberly Cook 7,6170 S6 From: no-reply@ci.wheatridge.co.us Sent: Friday, June 23, 2017 9:56 AM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number Property Owner Email Address 6480 W. 31 st Avenue John Cessar 303-475-2623 Field not completed. S, `tol I 3s Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Contractor's License Number (for the City of Wheat Ridge) Contractor Phone Number B&L Roofing Inc 42� O-z2� ZZ 303-985-8536 Contractor Email Address billing@bandlroofinginc.com Retype Contractor Email Address DESCRIPTION OF WORK Are you re -decking the roof? Description of Roofing Material billing@bandIroofinginc.com Yes / IKO Cambridge Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 28 material selected above? Does any portion of the property include a flat roof? If yes, how many squares on the flat roof? No/ Field not completed. TOTAL SQUARES of all 28( roofing material for this project z 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 only - pitch 4/12 .7—qa2-m qy 1�3, 50 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 Bobby Floor Email not displaying correctly? View it in your browser. 3 Corporate Headquarters 95{X.} W. 14th Ave. Lakewood, CO 80215 Bob Floor (720) 31"19$ Levi Andrews {720) 298-34449 Office & Fax (303) 985-8535 Ievl BandLroofinginc,00mi .. .. ft ow U� AGREEMENT THIS AGREEMENT (THE AGREEi#AFNT' ) IS SU13Ji_ CT 7th INSURANCE COMPANY APPROVAL OF PAYMENT CUSTOMER ��,, � �� STREET X24 L`3 I Vii' CITY_ ST 0 7lP . HOME # ' iOS . 'ff Z 2 WORK # CELT. #?i" 3 „'{ > Z z FAX E-MAIL ADDMMt,,,, y5t%,r, vk� SOURCE SERVICES WRITER SPECIFICATIONS Spial Instruction araVALLEY VENIS-A—L- LlLylal PJ!' YMENTSCHEDULE Aa OFF YE NO LAYER(5)� �� a��EC HALF DUE UPON TGH 2 STORY SUBSTANTIAL COMPLETION WORK EP LAC EALLBOOTJAGKS ISSUANCE OF WARRANTY CERTIFICATE & LIEN WAIVER WILL FOLLOW �5 BEELT ri ICE & WATER Illi LC7 AFTER FINAL PAYMENT, YOU MAY HOLD 5% OF CONTRACTED PRICE E ROOFTRMHFROMROOF, TERS&YARD AS RETAINAGE UNTIL Fl" PECTit3 t 4I THE CITY IC lNTYI EGT,LANDSGAPII�GWHMENEE COMPLETED (IF REQUI DBy AL D L YARr) WITH MAGNETIC ROLLER l "RrPti�CEM>>Ni"` S&L R If RPMENTAT X i(SPR RTi�S"tE�itMWH RE` w B&L tib 'sC mercial abifitycarrieriswrit by IPEDGEAMOUNT Co Buyer acknawledges receiptof sky. Buyer's hitlals: tw veal price su�ect to Insurance; TERMS. This AGREEMENT DOES NOT OBLIGATE THE CUSTOMER OR S&L ROOFING IN ANY WAY UNLESS PAYMENT FOR DAMAGES IS APPROVED BY THE i14SURANCE COMPANY AND ACCEPTED BY a&L ROOFING. Customer authorizes S&L Roofing to obtain Maw and mat s in accordance with the work specified above (fie `*Wo k^) with NO A0011IONAL COST TO THE CUSTOMER EXCEPT FOR THE EDUC'TMBLE.* The final price of the work Is sub*ect to change upon owner and/or insurance company approved, but shall not exceed Price Agreeable. In exchange for BAL Roofing's agreement to perform the eAvlc s set forth herein, Custer hereby makes a lirrdt assignment to B&L Roofing of contractual rights available to Customer under Policy issued by (hereinafter the *Assignment")- This Assignment is not limited to amounts clue to Customer under any particular policy coverage, but Assignment.ls limited In the amount designated as the Price Agreeable, if howw rAbsprope0ty.insurer.rernits all or some portion of the Price Agreeable to someone other than S&L Roofing, then 8&L Roofing raisins the right to obtain collection from the Customer and to piece a lien on the premis" In aid of collection as may be necessary. In the event of any dispute over the terms or performance of this agreement, the prevailing party shall be entitled to recover their costs, it hiding reasonable attorneys fees, *Terms applicable to replacement cost coverage policies only, tf you have non-recoverable depreciation you agree to pay those amounts to S&L Roofing.*`If decking is required but not covered by your policy, you agree to pay S&L Roofing $2.50 per square first repaired for CIX decking and $6,50 par linear foot if repaired for plank decking.. *"Custrrmer'hereby authorizes S&L Roofing, or its assignees, to access consumer credit bureau as BSL Roofing deems necessary and to rept to any credit bureau of B&L Roofing's choice of any delinquency of payments due hereunder. ****Customer Is responsible for any code upgrades, not covered by Insurance company. Any damage from existing skylights that are removed and replaced shall not be covered under S&L Rung's warranty. S&L Roofing disclaims ail warranties, express or Implied, including the implied warranty of merthentabttity or fitness for a particular purposes_except as,speclflcaily expressed on the k of this agreemsrit. S&L Roofing doss nc honor any verbal agreements. All change carders roust be submitted in writing for approval, Please make all checks, payable to S&L Roofing, Customer assumes ail liability for chess not made payable to S&L Rotating, Cash is not accepted. All payments from the Customer or lnsursr shall be held In trust by S&L Roofing until such time as S&L Roofing has delivered roofing materials to the property or has performed a majority of the work. Customer has react and agrees to all terms and conditions on the back of this Agreement, I (We) hereby'authorize & Instruct the insurance company and off lien holders to include the name of B&L ROOFING, Inc. as Co -Payee on any ,+t+eran„rar,t Ince Amit ry rhw*Q Ahow tnrranr'a (ipop AA inriff'AfAd t Alow.. I two) also authorize anti lenal mortmantative and or anent of Bill. Building Permit Application A Mailing Address: (if different than property address) Address: le Plumbing: Mechanical: City license ## City License ## City License CIRCLE ONE: (OWNER) (CONTRACTOR) t r (AUTHORIZED REPRESENTATIVE) of (()WATER) (CONTRACTOR) ..r ,. id Property Addy Electrical: Plumbing: City License City License Mechanicat City License F u; tR_INT NAME- SIGNATURE:_ DATE. Cate: e ;- ;. a jj Bldg Cit of Y heat 3 d ¢ e Dater -- '`�MMUNtTY DEVELOPMENT a Plan # Building & Inspection Services Division Permit #� 7500'W. 29" Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Fax: 303 - 237 -8929 Inspection Line: 303 - 234 -5933 Building Permit Application PropertyAildtess: SVAO W 31 5— � ,/,f Property Owner (please print): S�0 & Phone: 3U S 9 / 7 Mailing Address: (if different than ` property address) Address: / so Aay 150- S City, State, Zip: Con�racYon: Contractors City License #: Phone: Sub Confractgrst Electrical: Plumbing: Mechanical: City License # City License # City License # Du��n»LUri gat. W071ti� � � � o a-m t� I C) 1 At) �t°� 2 Contract Valug 1 � 41 0 - U 0 tij>1 - PJ' Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. 1 $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of records that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (�) (CONTRACTOR). or (AUTHORIZED REPRESENT IP6) a OWNER). (CONTRACTOR) PRINT NAME: 5° 65) . ' & 1(300S SIGNATURE: DATE: 4 i r D�EPA�Ttd1EN'T�USi= Ot�11_�(' 20NIN0 COMMENTS `'" / !C^ � ✓ ` r,'..✓ / v✓ � / �,c'^`.4r 't X .l ' r,' r � 7 "/ y � h� �.° r" i �> � w Zbhlh� /' � ' '.,% :" i e s � �.� n > <, r s -' -' ��-,� r � a �`"] �,`< � s i.�./ .,�,�� .r� �. n f r � '" ✓� � f r of ai r r s s s. j" yr n� ✓= ✓��. � �,� t»,a s �w RBYIeWQr l r h � � � ✓ F' � r � r` � /' '' � c w . /� > $� i c y k r�� y 2 s � i l j� Cr/ e. /✓ � f �r r i�' T+Cw �/� 'tea ra�� / rysNs �BUIL ➢APARTMENT COMMEN�S � e > � z1'L"= i/ � "". '' / ��``�''�'�d- AOt¢� ��'"�a � -��' -e �2� �^ „ �� i `' s �' � � 'Revtelnrer /,. / i r � / � .E � f. � n.! ✓+i ^: / "D i �2�.� a" r;. i l / ✓ G i >>.„, r �� ' n / .19�'� y G' f i ' i ,+,�F ,r' � c y r'r' � ..� r . ivy" ._ .��_r �� .,.. . �.,, _ . ?. �Q�. v //.✓s,t. ,lee „e, �/rP',krvuu✓u z�� 2��/ � �;,.�`zM r �rA`a��7” �,�. �Pt19LiC Y90RKS�CQ7�1147ENT6� ��+ ?r /r ! / ". s we +r r ' °r 5 � r�� ✓:Z ^r �, OGC{IP/�N< zr I294JewCr'/ ,i < � ? 1 'i% ✓� ✓ / /J� � �' +J �� '° o .�o y ,.,/ y /,, FIRE DEPARTMENT ❑ a�rOVed w/ comr le {7 ✓ [hsapPlo�vetl� O �CV7eW regld172d .Bldg Valuation $ ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 4~raad Job Address: 5V:?co a . s1' 41jE Permit Number: ff~ LSVMO /A✓ VA111.,47-11t~ bT' eC /t~~ ) e~A1f3 fuper ?a 77.», Si., r n~EcoT ~fll 2211, 1 x k . P ❑ No one available for inspection: Time 9"4 AM/PM Re-Inspection required: Yes No 'When corrections have been made, call for re-inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WEST 29th AVENUE BUILDING INSPECTION OIVISION PERMIT N0. M911117099 237-6944 EXT. 255 P.O. eox sse CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY TliE CHIEF BUILDING INSPECTOR AND RECEIPTEO BEL7W. L~U APPLICATION FOR MISCELLANEOUS PERMI JOBADDRESS ~ I ! ~F-3,~'1~S~j.Ay[.(J~~~ OWNER -~0~ CONTRACTOR &LL7UN c:-l'~S I ADDRESS 6"CI41 0 t(0qobO U-~31Sf~k2' ADDRESS __-X PHONE CT ZIP CODE K( LICENSE NO. PERMIT FEE 1. TYPE Grouna❑ Wo11❑ Proitetinp❑ Other SaD Fote 2. MATERIAL Total Spuan fNt SIGNS i ILLUMINATION Yes❑ No❑ TyDG EIeN. permit N0. 4 SET BACN FROM PROPERTY IINE N_ S_ E_ W Zorn_ ApprwM, 2one Intpeeta 1. TYPE SolidO Mon TAan 80% OD~nE] Lou Thon BO% Opm FENCES MATERIAL Hepht 3. SET BACK FROM PROPERTY LINE N_ 5_ E_ W Zmo_ ApprweE,Zone Impetla (SOecifY vmieh is front ) ❑ ❑ ❑ ❑ DitapprowA I. OTHER 2. ~ S17tL~. -~U'lt 3. DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER S1 (SETB4CNS OR PROJECTpNS INCIUDED) USE TAX JOB ADDRESS py1 `J / DATE: fI BLDG. PERMITk " 7Q Q v NORTH PERMITM BLDG. CONTR. (n ~ SUBCONTRACTOR STREET NAME DATE INSP. REQ. 7' ✓ ~ - ~ ~ SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING MOUSE DISTANCE TO PROPERTV LINES, NOT MAXIMUM OR nvcaC,` Gl ~G.~j . VvI. _ TYPE OF INSP. 6~-• APPLICATION FOR PLUMBING; E THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INO INSPECTION MADE V DIVISION. PERMIT WILL EXPIRE 180 DAYS FROM THE DAT r ELECTRICAL PERMIT STATE LICENSE N0. pLUp REMARKS C) K t- NIT STATE LICENS AI_UMINUM WIRE UNDERSIZE 81LLEGAL FLOOR I ■ ENeSdor N0. WATER ClDSET TEMPORARY METER WASM BOWL W.R. FORM 6-19 NEW $ERVICE - QMPS BATH TU8 CMANGE SERVICE-AMPS SHOWER LIGHTING SINK HEATING GARBAGE DISP POWER SU8•CIRCUITS WATER HEATER nei e~~ww UTIUTYIRANGE,DISPOSER,ETC) AUTO.WASMER Pounds CMr e fIXTURES DISH WASHER AUTOMATIL SPRINKLER 5YSTEM WIRIN6 MOTORS 9 CONTROlS FLOOR DRAIN ELEVATOR 516NS URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES REMARKS I Asraby acknowledpe Ihot this oDplica' tion it eorreet ond undersfand thot I connot ttart this project unfil this oppli- cotion if aDGroveA. I shall comply with tho lows of Ihe State of Colorado and to the Zoninp Hsqulahom and BulldinQ Code o}the Cily ol Wheat Ridqe. Any violalion of the above terms will couse immadiate rsvoroilon of this Oermil PHONE ZIP CODE d o✓ CONTRACi- PRICE $ ~ %CcOU ~ DATE 7-22- II Dc: ~D c i c'J t1` ( ,.a~ 6 Y'FO f.J. INSPECTION TICKET Z5iC4~e ~ ~ ~-(J I TOTAL FEE I$ i,~ji `7 '1 A I GHIEF BUILDING CiTy af Wheat Ridpe Date Issued ;~'-Z2 x 7 ~1 5/ CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE POR INSPECTIONS rtnn~. s~a•.nw~. 1 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.0 . 80X 638 PERMIT VPLID ONI.Y JOB ADDRESS - 44 00 1 CONTRACTOR _ LCM-- ADDRESS +'t~'~ `SC CITV -521/ L'E^Ah'TMENT OF COMMUNI I Y DEVELOPMENT pERM1T N0 M91#16961 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. BY TNE CHIEF FOR ~ rr- ZIP CODE 3 % LICENSE NO. CNC RECEIPTED BELDw. OWNER ADDRESS 00 PHONE 2'38- 391 ZIPCODEcFb ~1 CUNTRAGT PRICE DATE PHONE -Z- ~ Woll❑ Proiettin00 011+er S or D Faee TYPE G.ound 7ate1 Squon FeH MATERIAL ~-1 ❑ NoU Y T YDe Elett. Parmit No. es ILLUMINATION SIGNS AOVrwsd,Zonalnspeetor _ WZon~ 4 SET BACK FROM PROPERTY LINE N_ ❑ SE _ DisapDroved (SOecify which ia fronl) Tha PE SolidMora n 80% Open~ Lsss TAOn BO% OM^ 2 TY SY c[K.9-A ~ - H~~a ~ MATERIAI. FENCES SET BACN FROM PROPERTY LINE N ? _ ~ ~ $'3 E Zons Drae m imDseta W d ~ y~ ❑ ❑ ❑ DinaDOrove (Soecifv whiC11 if tront) /vl I OTHER s. ORW S ETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING DISTANCES FROM PROVERTV LINES. (SETBACKS OR 7ROJE,7i0N5 I~ NCLUDE)i1~ REAR PR ! 7,;; 3 " lc~~,m r. L- t4v v t yr ~ ~ ~ ~ SPECIFY NORTH STREET N4ME Ef/i a I sr SHOW 015?ANCES FROM THE MAIN BUILDING TQADJ0INING HOUSES, STREETS, AND PROPER7V LINES; ON IRREGUTAR LOTS, SHWI L,EAST OISTANCE TO PROPERTY LWES, NOT MA%IMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; EIECTRICAL; MECHANICAL PERMIT THIS APPLICATiON WILL BECOM[ A PERMIT TO PEHFORM THE INDICATED WORK ONLY UPON VALIUATION BY THE BUILDING INSPECTION UIVISION. PERMIT WILL EXPIRE 180 DAYS FHOM THF DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME PERMIT ELECTRICAI_ PERMIT STATE LICENSE NO UMINUTA WIRE UNDERSIZE 8 ILLEGa TEMPORARY METER _ NEW SERVICE - QMPS CHdNGE SERVICE - pMPS LIGHTING HEATING PO~NER SU0-GFCUITS T UTIUTVIRANGE,D15PO5ER,ET FIXTURES WIf21NG MOTORS d CONTROLS $161N5 TRANSFORMERS 9 RECTRERS ADDITION TO OLD WORN _ urrtnaS OVER I HP I Oereby ucknowled9e thol this oDFlico- tion ia correcl and understand ihat I connot start tAis project unlil this 0001- corion is ovorovea. i:naii comPiy wirn iha lows of the Slo1e of Coloirado ond io ihe Zonirop ReQulationa and Buildinp Code of tine City of Wheai Ridpe. QnY violotion of tl+e obove terme will cause imrp4&att ~evocotion/} fnis permii PLUMBING PERMIT STA7E UCENSE NO 2N[ PLOOR J WATEN CWASH BBATH TSHOWESINK GARBAGWATER AUTO.DISH WAFI.O(~ URINI IL SEWEROTHER TOTAL PERMIT FEE USE TAX 70TAL FEE ,ZS, 0 (J ly LV $ 36. Ne vtarr r i...-.. _ CHIEF BUILDING SPECTOR,Ciry of Wheat Ridge Date Issued- MECHANIGAL L: Circis Ona1Gos1ql1R W Q»IG RCED A~R - BTU iT WATER - BTU rwu - BTU CAL1237-6944 EXT.255 24 HOURS IN ADVANCE FORiNSPECTIONS Aoou<