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4025 Field Drive
Frwn: m bft wheatndae co us To: cnmmlz Permre subject: Wine Fm" wM Iul: Re Ual Rccessory 5 lure (Garage, shy over l20 W R. Qa ) airC: FtlE3g JUr 18.20211:23:19 PM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4025 Field or Wheatridge Property Owner Name Robed Reed Property Owner Phone 713-204-0209 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email rgcereMQgmail.mm Address Attach City of Wheat Whnntndae Pay Fnrm Mf Ridge Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTRACTOR INFORMATION Contractor Business G2 Construction LLC Name Wheat Ridge 210066 Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 970-218-1477 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address derek0g2built.com for Questions/Comments Retype Contractor derek@92buitt.mm Email Address 9:.141:112NIS] IED] yrJPl VII Detailed Scope of Detached Garage/Ree Room conditioned with electrical and Work -Example: plumbing Detached Garage with Electrical; Unconditioned shed Square Footage of 416 Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans ainaerlom scanned on 11"x17" or larger Project Value (contract 126,030 Valuation Okay 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 Derek Griess Permit I attest that everything Ves 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 displayiig wmadly? View it in war browser. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE 0- C- Inspection Type:��-- Job Address: t Permit Number: '-�5t-7 lt= (ph 1 "72 C ❑ No one available for inspection - Re -Inspection required: When corrections have been made, schedf le fo ection online at: httpJ/www.ci.wheatridge.co.us inspe�on � '''�•� i CITY OF WHEAT RIDGE -�� Building Inspection Division (/ (303) 235-2855 Office INSPECTION NOTICE inspection Type: �� -L.:- Job -Job Address:`' Permit Number: `? -(25-- ❑ No one available for inspection: Time Re -Inspection required: Yes *When corrections have been made,c � ule for -insp� ec n online at. httpJ/www.ci.wheatridge.co.us insp} c i i CITY OF WHEAT RIDGE _:�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: KY1 ior - Wo i:� Job Address: -�, -CA Ck Do_ Permit Number: ( 1C, 6 1 `a3� ❑ No one available for inspection: Time ``::.:,t �t AM/PM Re -Inspection required: Yes Nor When corrections have been made, call for re -inspection at 303-234-5933 Date: \_19� c., ' 0 LU Inspector: 2j, DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: TG Permit Number: (q g2 j 2=�S C'j ❑ No one available for inspection: Ti6l;,-( Re -Inspection required: Yes No When corrections have been made, scabs dule for re -inspection online at: httpYwww.ci.wheatridge.co.uslinspe,ttio i r*'��`'�.., i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Ci Date: �rr�' ' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office V�. INSPECTION NOTICE Inspection Type: 10 Job Address: Permit Number: r"� �� . �..�Ci ❑ No one available for inspection: Time I �y; 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:—,, F # Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: s Permit Number: c r r r ; p U ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usfinspection Date: ) I' �-�_/, Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 2 Job Address: Permit Number: C) p LJ No one available for inspection: Time 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:— 11, � ' � � Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0� 900,1A fiec. Job Address: Permit Number: � `. BOJ q01 033 Gf`fi"<cTor5 SkiAtl r G 4�'✓���, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes0-101-1 When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co. usrnspection Date: /0_) 1 11 7 Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: S- A Job Address: Permit Number: L) rap x P J No one available for inspection: Time .'10,!, AM/PM Re -inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci.wheatridge.co.uslinspection ' " X Date'- ,_.0 ' Inspector: DO NOT REMOVE THIS NOTICE City of RECEIVE® Wheat81019 COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's Cite of Wheat Ridge License number must be pro -sided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address:t%a `7 F"10,0 i Permit #: General Contractor: Fr-L4©f e5i cidy� L Electrical Sub l Contractor CompanyName: nf ?m F ie_C f k C Phone #: 30 3 4Y 3 7 State License #: [;1 � , O f 00 q 11 Master #: rA E-. 0 60() 73 S Wheat Ridge License #: �'L� l �I (required ffel(i) Sign tune of Authdrized Age Date Plumbing Sub4contractor Company vame:� Phone #: State License #: I Master #: NA'heat Ridge Lice4se #.- Signature : Signature of Authorized agent Mechanical Colntractor Cbmpan� Maine: «'heat Ridge (required field) Date Phone: #: (required held) Signature of Autholi•ized Agent Date City of Wheat Ridge Residential Mechanical PERMIT - 201902239 PERMIT NO: 201902239 ISSUED: 10/21/2019 JOB ADDRESS: 4025 Field Dr EXPIRES: 10/20/2020 JOB DESCRIPTION: Install new mini -split AC system *** CONTACTS *** OWNER (303)872-3482 REED PATRICIA R & POE SUB (720)870-1580 DEAN PETERSON 022447 SUMMIT HEATING & A/C INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 10,000.00 FEES Total Valuation 0.00 Use Tax 210.00 Permit Fee 204.30 ** TOTAL ** 414.30 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this ermi . I further attest that I am legally authorized to include all entities named within this document as parties to the work to be pe�forme�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 maybe 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, any violation of any provision of any applicable code or any ordinance r regulation of this jurisdiction. Approval of work is subject to field inspection. 46 0 t"1114, Signature of Chief Building--tifficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of V`lheatldge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t1 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us FOR OFFICE USE ONLY Date: ID / j j 1 Plan/Permit#Il �j o 7 Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: i OO5- F=1kLSZJt2 ��� $kn33 Property Owner (please print): ?OC-- RE Fh Phone: Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: Phone: Phone: 720-'970-13-60 Contractor E-mail Address: 2 - A'C'S 0. 5UAkAMT R -F_ rTli IJ G (-D , COAk For Plan Review Questions & Comments (please print): CONTACT NAME (please print): RtJ PE7Z'k��J Phone: ? Z-0 '00 J 80 CONTACT EMAIL(p/ease print): EAI C SUM1Ul tTIk�ATI n1G Ccs - Co Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. HS5T LL Nt"W A/\INt'SPI.- tNbkVOn�ItJG 5�5T-e Sq. Ft./LF BTUs 24/coo Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ /O.C)CO OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): n DATE: � Printed Name: �N ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 75 0 0)- -" Job Address:_a7� -moi -mac" Permit Number:.') ❑ No one available for ins ." ion: Timee::::(� Re -Inspection req uiredfZade,schedule � No *When corrections have bee} j for re -inspection online at: http✓/www.ci. wheatridge.co. usrnspection Date: 1C:�: f1 , L`?` Inspectors ----- DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: ?,o1--�-C,�a Job Address: 4n o?_ / o, Permit Number: ,Vojl ❑ No one available for inspbion: Time I:.�� WPM Re -Inspection require 4Yes, No When corrections have 4ie -t6de, schedule for re -inspection online at: http://www.ci, wheatridge.co. uslinspection Date:—/,,,%.,I �' 1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: j'!!:>/z25 ❑ No one available for inspection: e 9�MdpM Re -Inspection required: Yep/ No When corrections have been made, call for re -inspection at 303-234-5933 Date: Iq Inspector: DO NOT NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201901239 PERMIT NO: 201901239 ISSUED: 08/09/2019 JOB ADDRESS: 4025 Field Dr EXPIRES: 08/08/2020 JOB DESCRIPTION: Interior remodel - kitchen, 2 bathrooms, 1 powder room, convert two closets into 1 new bathroom; in master bedroom incorporate washer/dryer into closet; fireplace, new flooring, new paint - 3,788 sq ft total *** CONTACTS *** OWNER (303)872-3482 REED PATRICIA R SUB (303)369-9737 DAVE STROMAN 060102 STROMAN PLUMBING & HEATING SUB (303)946-0048 KEVIN M. DESLOOVER 021025 KMD ELECTRIC INC. SUB (303)423-7905 TIMOTHY BARTELS 017674 B&B HEATING & A/C GC (720)520-1511 JOSH FEISTER 190225 FACTOR DESIGN BUILD *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 250,000.00 FEES Total Valuation 0.00 Plan Review Fee 1,364.71 Use Tax 5,250.00 Permit Fee 2,099.55 ** TOTAL ** 8,714.26 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Remodel PERMIT - 201901239 201901239 4025 Field Dr ISSUED: 08/09/2019 EXPIRES: 08/08/2020 Interior remodel - kitchen, 2 bathrooms, 1 powder room, convert two closets into 1 new bathroom; in master bedroom incorporate washer/dryer into closet; fireplace, new flooring, new paint - 3,788 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that allivr to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signatufe of NER. dr CONTRACTOR (Circle one) Date I . This per itssued 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 originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code ora ordinance or ulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building O - icial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of d��Wh6at,p, MUNITY DEVELOPENT Building & Inspection Services 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits .ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # q01 T�V Plan Review Fee: f 301 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 402-5 1)R�T 11��EA� G�� � CO 80033 Property Owner (please print):�Pc�(Z.1G�C R,0B�:J i2EE1 Phone: 303.(6-12-.342)2- Property 03.$72.3482- Property Owner Email: TOb U Tenant Name (Commercial Projects Only) 1"'A Q Property Owner Mailing Address: (if different than property address) Address City, State, Zip: 'F1'� C. -C al_ t)G S k Gni. BU6 LD Architect/Engineer E-mail: T�1 h o'ch(�S-k h uJ�' Phoned 303 1 Contractor Name: 3F A\C-7 OR, Int S10 -A QL_D City of Wheat Ridge License #: Contractor E-mail Address: Phone: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): ROb\ A '�>N u n� Phone: 303. 512- , 3402_ CONTACT EMAIL(p/ease print): fk to a �O�C�b�de S� QV\6tk"A. C-ayvA Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # City Of i "AR -W NVh6atlidge IT COMMUNY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. -4025 FI� DKk\ l % 6l;� Project Address:-� Ri N ve CD 5W Permit #: General Contractor: t�CUK D C'S1 C-k�A E%'k L t) Electrical Sub -Contractor Company Name: KkR Vt czx% L Phone State License #: r_- c c Oo `d t A�aster: MV 0 too 0 --+"Sa License of Authorized Agent Plumbing Sub -Contractor Date Company Name: STIy c^&_> FL L.yK,,A_Y, Phone #: 50 -3 -(4j -,5--(,W State License #: V C 0 j I/C Master #: Wheat Ridge License #: 6t C) Z_ (required field) SiJnAure of Authorized Agent Mechanical Contractor Ridge License #: Signature of Authorized Agent Date Phone: 30-k--- 3' ( required field) Date Complete all highlighted fields, if applicable. ❑COMMERCIAL RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. _R� A- 4 or) tL ( t N -Ce 1 CK OWL111) C ON S i S"1 i KI C, 6F: k,t�Gf'tt�'t�l ►MODEL) 2 BP�[{'1�ai KE:�kot)ab t PnA:)Di<, KaoM 1 NFw 13k -I HRaoNI tin lteu, o� 2- C L05Et S (Lol w, tLD&. :�bY PwA�A) t�&>'c0 rzD 5F-), N1aSIeK Sui1c REMObE'L_ w1 1'NCbR.Pml,-'not) II'Co GL.QSEf, FIZ,EPLACeR,EMaD�1--�t�EPI,-ASC ►�EN�� Nim J R it�i5t"St�D FL��fLct�1� THtK6\ kGiA Oki) tAE� —P� 1� C Tt%-d1�l.&"'V1 CC � 5EE Sq. FULF 3_71? 8 BTUs Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) ZSo100o OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)(CON RACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: ! Printed Name: is C0_G44_t ZONINGCOMMMENTS: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPA ENTjMEN S: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: vW �► �► A f �• City of COMMUNITY DEVELOPMENT T SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. iw* rietA DK; %AE Project Address: LOM4E :'( i yK , CD EGD&3Permit #: General Contractor:_ nL16K DESGtA h 1k LD Electrical Sub -Contractor Company Name: KkP f&&�tL Phone #: State License #: ,mac. , a l 004 t t Master #: WE - O tock o -ISS Wheat Ridge License #: (required field) Signature of Authorized Agent Date Plumbing Sub -Contractor Company Name: 5ii*u*yj fLj&wCr&r, Phone #: -5o3 w State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name:15k3l t-Wpmasc Phone: Sol-- "7ZS-- J%03' Wheat Ridge Licen #: 01 :7 (p:J�k (required field) 2 7 Signatur _ f Authorized Agent Date WEECYCLE ENVIRONMENTAL CONSULTING, INC. 1208 Commerce Court, Suite 5B Lafayette, Colorado 80026 (303) 413-0452 Fax(303)413-0710 June 30, 2019 Kent Simpson Factor Design Build 3246 Larimer St Denver, CO 80205 280 W Kagy Blvd., Suite D-259 Bozeman, MT 59715 (406)548-5450 Re: PLM analysis for 4025 Field Dr, Wheat Ridge, CO 80033 (the property) Dear Mr. Simpson: On June 20, 2019, Judith Sawitsky #672, a Building Inspector, certified and accredited by the Colorado Department of Public Health and Environment (CDPHE), collected and submitted for analysis thirty-eight (38) samples of suspected asbestos -containing material (ACM) from the property. The Asbestos Inspector visually inspected the area to identify all suspected ACM and asbestos containing building materials (ACBM). All building materials were touched to determine friability. The results of this Asbestos Containing Building Materials Survey determined that Asbestos Containing Building Materials are not present in the area tested. The Homogenous Areas with corresponding Analytical Results are located on Table 1. ANALYTICAL PROCEDURES The bulk samples collected of suspect asbestos containing materials were delivered to CEI Labs, a National Voluntary Laboratory Accreditation Program (NVLAP) asbestos laboratory, located in Cary, North Carolina for analysis. All bulk samples are archived for six months unless otherwise stipulated by the client. According to the laboratory, the bulk samples were analyzed in accordance with EPA Method 600/R-93/116. Small portions of the sample were placed in Series: E High Dispersion Refractive Index Liquid on a microscope slide. The prepared samples were observed at 10OX (power) under polarized light using a McCrone Dispersion Staining Objective. The characteristics of the fibers were compared to the known properties of asbestos fibers for dispersion, color, polarity, extinction and general morphology. Sample content (percentage) was made by visual estimates comparing of asbestos fibers to total sample material. If the laboratory detects asbestos in a sample of a particular homogeneous material, the remaining samples in that batch are not analyzed, and are assumed to contain asbestos. Samples returning Trace Asbestos (TR) results were resubmitted for Point Count analysis. Samples with Point Count results of less than one percent (1%) are not considered to be ACM. Thirty-six (36) of thirty-eight (38) samples obtained from the Property were analyzed. Factor Design Build 4025 Field Dr, Wheat Ridge, CO 80033 — Asbestos Report u c a c a Z c E c V- 0 Q N 0 N inin Q I M Cl) 0 0 00 0 U ai m -0 ami LL m � Q Q) _0 Q .LD L LL O Lr) 04 LL � 3 0 m 17 o 0 Cl) U) N lqt l c0 N to d � O V Q Z Z Z Z Z Z Z N V o m c 0 0 0 L E Em m ev :� L EUUU 4- O — E E `) U E EL EL Uo _ (0 E>>O O E E E m m m m m O O OL > � C O O> —�m —�m Lu0., m of �L ppinpmm m0 Y�LC YC YC YcC YtC UO �UOC L n >'O _.O.O a) C C C C C M M M M 0 a) :) E- U E 3 3 E E E E E cn cn w CO CO CO CO CO c c c c c w —mmmmmmU YLL22222 YL.LD_O_000UUU ��� JJJJJ 0_0_0_0_0_ mm p—N CM"TU-) r— COpp FNM'tC() CD tl-000) N �NM�tnCp� COp��� — — — — — — —N N N N N N NNNCyMMM — �— I N NN N N M M M A M��� l f � l') Lo t C) l f) C o C O Co CO C0 N � � F- F- F- F- F- U U F- F- F- F- F- F- F- F- U 0 F- F- F- F- F- � U U H F- H U U H OQQOO-5 OQQOOOQQ-)-)QQOOOQ OQQ��UU E t4 y � .O E 0 Z ti In Ln M Ln Lo N Z- 0 L 20 O LL} m O � d M CC V U) C/) U) U) U) U G L cn E EN +J N d Oms � co m �. m m E o° o co O E o o E. U) (n U) = O m "a LL m O o > 06 0 m Q m> w �E °oL m °)E o N m O aa)) a) UE0°) a) a) a) U3� E -o U) 3a c m 0 J .= m m 3 Y�� � � of Y0.0 Cl) Um m O a) m m o_ m m c � d C _ c c c c F- E`0 L m m c m 3_ Q X O m X m� a C xa) m D m �_ CL m� Q C E I CD oO x O O a) OF-�U OF- OF--iU OF- QF-�U OF-�U U w CN Lo D U Q D D 0 V- 0 Q N 0 N inin Q I M Cl) 0 0 00 0 U ai m -0 ami LL m � Q Q) _0 Q .LD L LL O Lr) 04 LL � L +r H CrLL O N co ce) o N w d � = O Q V 0 0 0 Z Z Z V co co EL m L %6-O O O O m C VJ V/ LL LL L - L L L �+ o m m m m m V LL m m m m O L L N N L L N N m ca cv ca cv m 222Z> co LO CO !— 00 (M CM M (M CM CM N N CO M 'IT 'IT — UUUUUU E M N a E Z N N N d Z L O U. Z Z Z CD CM AO,, -W W M //*+�- CC CC CC v C C C A, W m 3 L L O O L (n LL N O t -C G LL m m co m L w m r L L O J m co 2 m 2 d C cm O N N N E .L Im'm U U U _ ca ca U U U m Q U U U C: 0 .6 M to C: E N U) T U) 70- E L LL(D VLJ r O U Com_ G C .0 7 U) O O U f6 c� / C71ty o{ Wheat Ridge Divisor r- 0 Q Y. 0 Q M co O O O O U O) a Y co coo c Q N N '0 L LL oLo cuo LL't RECOMMENDATIONS AND SUMMARY None of the building materials that were submitted for analysis were determined to be asbestos - containing. No further action is required. Suspect materials are sometimes located behind walls and above ceilings and were considered inaccessible during the onsite survey. Therefore, all materials that contain asbestos may not have been observed or sampled. If additional suspect asbestos containing materials are identified during periods of disturbances, all activities must stop until these materials are sampled. Work shall not resume until the results are reported and removal by a licensed asbestos abatement contractor. Weecycle has assigned Job #19-16682 and CEI Labs Report #A1912813 to this study. Weecycle Environmental Consulting, Inc. appreciates the opportunity to assist you with your asbestos sampling needs. If you have questions regarding this report, please contact Lauren York at (303) 413-0452 This is not a complete AHERA Asbestos Survey for renovation or demolition. The laboratory report is enclosed. Submitted By: 4�-- Lauren York State of Colorado Asbestos Inspector #3748 Factor Design Build 4025 Field Dr, Wheat Ridge, CO 80033 — Asbestos Report %% eurofins CEI June 26, 2019 Weecycle Environmental Consulting, Inc 1208 Commerce Court, 5B Lafayette, CO 80026 CLIENT PROJECT: 4025 Field Dr Wheat Ridge, 19-16682 CEI LAB CODE: Al 912813 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on June 24, 2019. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos -containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. Kind Regards, Tianbao Bai, Ph.D., CIH Laboratory Director 1HVkA TES NVLAP LAB CODE 101768-0 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 city of Wheat R,l AF, Ig piys�c�; eurofins CEI ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Weecycle Environmental Consulting, Inc CLIENT PROJECT. 4025 Field Dr Wheat Ridge, 19-16682 LAB CODE: Al 912813 TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE: 06/26/19 TOTAL SAMPLES ANALYZED: 36 # SAMPLES >1% ASBESTOS: tiff eurofins PROJECT: 4025 Field Dr Wheat Ridge, 19-16682 Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY METHOD: EPA 600 / R93 1116 and EPA 600 / M4-82 / 020 LAB CODE: A1912813 ASBESTOS Client ID Layer Lab ID Color Sample Description % DT1-1 --------------------------------------------------------------- Layer 1 Layer 2 A174810 A174810 White White Texture Drywall None Detected None Detected DT1-2 --------------------------------------------------------------- Layer 1 Layer 2 A174811 A174811 White White Texture Drywall None Detected None Detected DT1-3 A174812 White Texture None Detected DT1-4 --------------------------------------------------------------- Layer 1 Layer 2 A174813 A174813 White White Texture Drywall None Detected None Detected DT1-5 --------------------------------------------------------------- Layer 1 Layer 2 A174814 A174814 White White Texture Drywall None Detected None Detected JC1-6 A174815 White Joint Compound None Detected JC1-7 A174816 White Joint Compound None Detected DT2-8 --------------------------------------------------------------- Layer 1 Layer 2 A174817 A174817 White White Texture Drywall None Detected None Detected DT2-9 --------- Layer 1 ------- Layer 2 A174818 -------- A174818 White --------- White Texture --------------- Drywall None Detected --------------- None Detected DT2-10 --------------------------------------------------------------- Layer 1 Layer 2 A174819 A174819 White White Texture Drywall None Detected None Detected DT2-11 --------- Layer 1 ------- Layer 2 A174820 -------- A174820 White --------- White Texture --------------- Drywall None Detected --------------- None Detected DT2-12 A174821 White Texture None Detected DT3-13 A174822 White Texture None Detected DT3-14 A174823 White Paint None Detected DT3-15 A174824 White Texture None Detected JC3-16 A174825 White Joint Compound None Detected JC3-17 A174826 White Joint Compound None Detected DT4-18 --------------------------------------------------------------- Layer 1 Layer 2 A174827 A174827 White White Texture Drywall None Detected None Detected DT4-19 --------------------------------------------------------------- Layer 1 Layer 2 A174828 A174828 White White Texture Drywall None Detected None Detected `,, DT4-20 Layer A174829 -----White----- Texture -------------None Detect ---------------- - - - - ----CILY01 Layer 2 A174829 White Drywall None Dete ed Ridge Page 1 of 3 Asbestos Report Summary C e u rof i n s By: POLARIZING LIGHT MICROSCOPY CEI PROJECT: 4025 Field Dr Wheat Ridge, 19-16682 LAB CODE: Al 912813 METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 1020 ASBESTOS Client ID Layer Lab ID Color Sample Description % DT5-21 Layer 1 A174830 White Texture None Detected --------------------------------------------------------------- Layer 2 A174830 White Drywall None Detected DT5-22 Layer 1 A174831 White Texture None Detected --------------------------------------------------------------- Layer 2 A174831 White Drywall None Detected DT5-23 Layer 1 A174832 White Texture None Detected --------------------------------------------------------------- Layer 2 A174832 White Drywall None Detected JC5-24 A174833 White Drywall/Joint Compound None Detected JC5-25 A174834 White Drywall/Joint Compound None Detected DT6-26 Layer 1 A174835 White Texture None Detected --------------------------------------------------------------- Layer 2 A174835 White Drywall None Detected DT6-27 Layer 1 A174836 White Texture None Detected --------------------------------------------------------------- Layer 2 A174836 White Drywall None Detected DT6-28 Layer 1 A174837 White Texture None Detected --------------------------------------------------------------- Layer 2 A174837 White Drywall None Detected JC6-29 A174838 No Sample Present in Sample Container JC6-30 A174839 No Sample Present in Sample Container CT1-31 A174840A White Ceramic Tile None Detected A174840B Yellow Mastic None Detected CT1-32 A174841 White Grout None Detected CT2-33 A174842 Gray Grout None Detected CT2-34 A174843 Gray Grout None Detected CT3-35 Layer 1 A174844 White Ceramic Tile None Detected --------------------------------------------------------------- Layer 2 A174844 Light Gray Grout None Detected CT3-36 Layer 1 A174845 White Ceramic Tile None Detected --------------------------------------------------------------- Layer 2 A174845 Light Gray Grout None Detected --------------------------------------------------------------- Layer 3 A174845 White Grout None Detected CT4-37 Layer 1 A174846 Tan Ceramic Tile None Detected --------------------------------------------------------------- Layer 2 A174846 Gray Grout None Detected CT4-38 Layer 1 A174847 Tan Ceramic Tile None Detected --------------------------------------------------------------- Layer 2 A174847 Gray Grout None Detected Page 2 of 3 ti%ff eurofins CEI PROJECT: 4025 Field Dr Wheat Ridge, 19-16682 Asbestos Report Summary By: POLARIZING LIGHT MICROSCOPY METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 LAB CODE: A1912813 ASBESTOS Client ID Layer Lab ID Color Sample Description % City of ,eat pwge Page 3 of 3 Mina Div Iso j° tiff eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 5B Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ACRFCTr1C RI II K PI M FPA Ann MFTWC)n Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % DT1-1 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174810 Non-fibrous 25% Binder Bound ------ - - - - -- ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174810 White Fibrous Bound DTI -2 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174811 Non-fibrous 25% Binder Bound ------ - - - - -- ----------------- Layer 2 Drywall ----------------------- Heterogeneous 15% Cellulose ----- 85% --------- Gypsum None Detected A174811 White Fibrous Bound DT1-3 Texture Heterogeneous 5% Paint None Detected A174812 White 70% Calc Carb Non-fibrous 25% Binder Bound Lab Notes: No drywall present DTI A Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174813 Non-fibrous 25% Binder Bound ----------- - - - - -- ----------------- Layer 2 Drywall ----------------------- Heterogeneous 15% Cellulose ---- 85% ----- Gypsum None Detected A174813 White Fibrous Bound Page 1 of 10 ti eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 513 Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % DT1-5 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174814 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174814 White Fibrous Bound JC1-6 Joint Compound Heterogeneous 5% Paint None Detected A174815 White 70% Calc Carb Non-fibrous 25% Binder Bound JC1-7 Joint Compound Heterogeneous 5% Paint None Detected A174816 White 70% Calc Carb Non-fibrous 25% Binder Bound DT2-8 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174817 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174817 White Fibrous Bound DT2-9 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174818 Non-fibrous 25% Binder Bound ti eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 5B Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ACRPCTn-q RI 11 K PI M FPO RM MFTHC)n Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % ----------------------------------------------------------------- Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174818 White Fibrous Bound DT2-10 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174819 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174819 White 5% Paint None Detected A174822 Fibrous 70% Calc Carb Bound 25% Binder DT2-11 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174820 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174820 White 5% Paint None Detected A174822 Fibrous 70% Calc Carb Bound 25% Binder DT2-12 Texture Heterogeneous 5% Paint None Detected A174821 White 70% Calc Carb Non-fibrous 25% Binder Bound Lab Notes: No drywall present DT3-13 Texture Heterogeneous 5% Paint None Detected A174822 White 70% Calc Carb Non-fibrous 25% Binder Bound Lab Notes: No drywall present Page 3 of 10 eurofins ASBESTOS BULK ANALYSIS CEI By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 513 Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % DT3-14 Paint Heterogeneous 100% Paint None Detected A174823 White Non-fibrous Bound Lab Notes: No texture or drywall present, sample appears to be paint only DT3-15 Texture Heterogeneous 5% Paint None Detected A174824 White 70% Calc Carb Non-fibrous 25% Binder Bound Lab Notes: No drywall present JC3-16 Joint Compound Heterogeneous 5% Paint None Detected A174825 White 70% Calc Carb Non-fibrous 25% Binder Bound JC3-17 Joint Compound Heterogeneous 5% Paint None Detected A174826 White 70% Calc Carb Non-fibrous 25% Binder Bound DT4-18 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174827 Non-fibrous 25% Binder Bound ------- Layer 2 ------------ Drywall --------------------- Heterogeneous 15% Cellulose ----- 85% ------- Gypsum -------- - - - - -- None Detected A174827 White Fibrous Bound DT4-19 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174828 Non-fibrous 25% Binder Bound City of Wheat Ri"1'7' Page 4 of 10 •�r tiff eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 513 Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ACRFCTf1C RI 11 K PI M FPA RM MFTH(N) Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % ---------------------------------------------------------------- Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174828 White Fibrous Bound DT4-20 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174829 Non-fibrous 25% Binder Bound ------------ - - - - -- ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174829 White Fibrous Bound DT5-21 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174830 Non-fibrous 25% Binder Bound ------------ - - - - -- ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174830 White Fibrous Bound DT5-22 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174831 Non-fibrous 25% Binder Bound ------------ - - - - -- ----------------- Layer 2 Drywall ----------------------- Heterogeneous 15% Cellulose ---- 85% ---- Gypsum None Detected A174831 White Fibrous Bound Page 5 of 10 tiff eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: Al 912813 1208 Commerce Court, 513 Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % DT5-23 Texture Heterogeneous 5% Paint None Detected Layer 1 Calc Carb White 70% Calc Carb Binder A174832 Bound Non-fibrous 25% Binder Heterogeneous 15% Cellulose 85% Gypsum None Detected Bound White ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174832 White Heterogeneous 5% Paint None Detected Layer 1 White Fibrous Calc Carb A174836 Non-fibrous 25% Binder Bound Bound JCS -24 Drywall/Joint Heterogeneous 15% Cellulose 45% Gypsum None Detected A174833 Compound White 35% Calc Carb Fibrous 5% Paint Bound JC5-25 Drywall/Joint Heterogeneous 15% Cellulose 45% Gypsum None Detected A174834 Compound White 35% Calc Carb Fibrous 5% Paint Bound DT6-26 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174835 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174835 White Fibrous Bound DT6-27 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174836 Non-fibrous 25% Binder Bound city of Ridge eurofins ASBESTOS BULK ANALYSIS CEI By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 5B Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % ----------------------------------------------------------------- Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174836 White Fibrous Bound DT6-28 Texture Heterogeneous 5% Paint None Detected Layer 1 White 70% Calc Carb A174837 Non-fibrous 25% Binder Bound ------------------------------------------------------------------ Layer 2 Drywall Heterogeneous 15% Cellulose 85% Gypsum None Detected A174837 White Fibrous Bound JC6-29 No Sample Present in A174838 Sample Container JC6-30 No Sample Present in A174839 Sample Container CT1-31 Ceramic Tile Heterogeneous 30% Silicates None Detected A174840A White 70% Binder Non-fibrous Bound A174840B Mastic Homogeneous 90% Mastic None Detected Yellow 10% Calc Carb Non-fibrous Bound Lab Notes: No grout present CT1-32 Grout Heterogeneous 65% Silicates None Detected A174841 White 35% Binder Non-fibrous Bound Lab Notes: No ceramic tile present Page 7 of 10 .<T ti eurofins CEI ASBESTOS BULK ANALYSIS By: POLARIZING LIGHT MICROSCOPY Client: Weecycle Environmental Consulting, Inc Lab Code: A1912813 1208 Commerce Court, 5B Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ACRFCTCIC RI II K PI M FPA ann MFTI-IC111 Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % CT2-33 Grout Heterogeneous 65% Silicates None Detected A174842 Gray 35% Binder Non-fibrous Bound Lab Notes: No ceramic tile present CT2-34 Grout Heterogeneous <1% Cellulose 65% Silicates None Detected A174843 Gray 35% Binder Binder Non-fibrous A174845 Non-fibrous Bound Lab Notes: No ceramic tile present CT3-35 Ceramic Tile Heterogeneous 30% Silicates None Detected Layer 1 White 70% Binder A174844 Non-fibrous Non-fibrous Bound ------------------------------------------------------------------ Layer 2 Grout Heterogeneous <1% Cellulose 60% Silicates None Detected A174844 Light Gray 40% Binder None Detected Non-fibrous White 30% Calc Carb Bound Non-fibrous CT3-36 Ceramic Tile Heterogeneous 30% Silicates None Detected Layer 1 White 70% Binder A174845 Non-fibrous Bound - - - - - - - - - - - - - - - - - - Layer2 Grout - - - - - - - - - - - - - - - - - - - - - - Heterogeneous <1% Cellulose - - - - 60% - - - - - - - - - Silicates - - - - - - - - - - - - - None Detected A174845 Light Gray 40% Binder Non-fibrous Bound ------------------------------------------------------------------ Layer 3 Grout Heterogeneous 25% Silicates None Detected A174845 White 30% Calc Carb Non-fibrous 45% Binder Bound City of age 8 of 10 ildina Diviso .� ASBESTOS BULK ANALYSIS tiff e u rof i n s By: POLARIZING LIGHT MICROSCOPY CEI Client: Weecycle Environmental Consulting, Inc Lab Code: Al 912813 1208 Commerce Court, 5B Date Received: 06-24-19 Lafayette, CO 80026 Date Analyzed: 06-26-19 Date Reported: 06-26-19 Project: 4025 Field Dr Wheat Ridge, 19-16682 ACRFCTr)S Rill K PI M FPO Ann MFTHOr) Client ID Lab Lab NON -ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non -Fibrous % CT4-37 Ceramic Tile Heterogeneous 15% Silicates None Detected Layer 1 Tan 85% Binder A174846 Non-fibrous Bound ------------------------------------------------------------------ Layer 2 Grout Heterogeneous 25% Silicates None Detected A174846 Gray 30% Calc Carb Non-fibrous 45% Binder Bound CT4-38 Ceramic Tile Heterogeneous 15% Silicates None Detected Layer 1 Tan 85% Binder A174847 Non-fibrous Bound ---- ------------- ------- Layer 2 ----------- Grout ----------------- Heterogeneous --------- 25% ----- Silicates None Detected A174847 Gray 30% Calc Carb Non-fibrous 45% Binder Bound Page 9 of 10 eurofins LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremolite Calc Carb = Calcium Carbonate METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORTING LIMIT: <1% by visual estimation REPORTING LIMIT FOR POINT COUNTS: 0.25% by 400 Points or 0.1 % by 1,000 Points REGULATORY LIMIT: >1 % by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available on request. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by Eurofins CEI. Eurofins CEI makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. Information provided by customer includes customer sample ID, location, volume and area as well as date and time of sampling. ANALYST: ) Gvt-"� Samantha Card HVkAo TES NVLAP LAB CODE 101768-0 APPROVED BY: G �✓ -�dt o Gl ��- -- Tianbao Bai, Ph.D., CIH Laboratory Director B�� age 10 of 10 e u rof ins CHAIN OF CUSTODY ti. CFILAB USE ONLY. 730 SE Maynard Road, Cary, NC 27511 CEI Lab Code: 1 ( /q Tel: 866-481-1412; Fax: 919-481-1442 CEI Lab I.D. Range: fLt/Q411 Y)IV COMPANY INFORMATION PROJECT INFORMATION CEI CLIENT #: Job Contact: Company: WN ge r� Email / Tel: 7D 3 Y-13 Q 4 - Address: -. © o-0 I yL&'v'G-e-- Project Name: L e 5 DAY Project ID#: Z Email: L' ( -ftl(/, PO #: Z Tel:v t - Fax: G� 71 D STATE SAMPLES COLLECTED IN:1�0 IF TAT IS NOT MARKED STANDARD 3 DAY TAT APPLIES. ASBESTOS METHOD Relinquished By: DatelTime TURN AROUND TIME Date/Time 4 HR 8 HR 1 DAY 2 DAY 3 DAY 5 DAY PLM BULK EPA 600 ❑ ❑ ❑ n ❑ ❑ PLM POINT COUNT (400) EPA 600 ❑ ❑ ❑ ❑ ❑ PLM POINT COUNT (1000) EPA 600 ❑ ❑ ❑ ❑ ❑ ❑ PLM GRAV w POINT COUNT EPA 600 ❑ ❑ ❑ ❑ ❑ PLM BULK CARB 435 ❑ ❑ ❑ ❑ ❑ PCM AIR NIOSH 7400 ❑ ❑ ❑ ❑ ❑ ❑ TEM AIR EPA AHERA ❑ ❑ ❑ ❑ ❑ ❑ TEM AIR NIOSH 7402 ❑ ❑ ❑ ❑ ❑ ❑ TEM AIR (PCME) ISO 10312 ❑ ❑ ❑ ❑ ❑ ❑ TEM AIR ASTM 6281-15 ❑ ❑ ❑ ❑ ❑ ❑ TEM BULK CHATFIELD ❑ ❑ ❑ ❑ ❑ TEM DUST WIPE ASTM D6480-05 (2010) ❑ ❑ ❑ ❑ ❑ ❑ TEM DUST MICROVAC ASTM D5755-09 (2014) ❑ ❑ ❑ ❑ ❑ ❑ TEM SOIL ASTM D7521-16 ❑ ❑ ❑ ❑ TEM VERMICULITE CINCINNATI METHOD ❑ ❑ ❑ ❑ TEM QUALITTATIVE IN-HOUSE METHOD ❑❑ EJ El El f ❑ E]❑ E] ❑ ❑ REMARKS / SPECIAL INSTRUCTIONS: ' Accept Samples LL] Reject Samples Relinquished By: DatelTime Received By: Date/Time ,- & y 17 Samples will be disposed of 30 days after analysis Page of Version: CCOC.01.18.1/2.LD emw rz ON' SAMPLING FORM COs Com an7- ' Job Contact: w r ProectName: Ll0US- T-1 41 1 r Tet. , - r - z PLM TEM i - PLM TELA C] PLM TEM D r,7 PLM TEM PLM EZ TEM D PLM TEM [= 0 r PLM ------------ TELA Cl PUA TEM . �- t a PLM, TEM" D ----- ----- -- - - •- <_PUIATEM -- --- -- f _ PLtA TEM C� 2 13 Pu'A TEA f _ PLM TELA (� l J T . j r S PLM rtl TEM [� PLlA [-] 7EM • ` � _, j 7 PLM [] TEtA C] PVA TEM L� nt Y — (� PLM TQA7-77 [� PLfd TEIA PLM , TEM PLM 7EM r --j. PU4t TEPA 'PLM TEM [� - PUA TEPA Q tD t --I PLIA TEM [� PLM TEN[ E= PLM TEM [� PLM 'IL -M c• Page of e arR/age _ Customer COC Pago 2 �c: E Labs t6 U vii SAMPLING FORM Page _)Z, --Of Y[R'SIOUCCO0.0215.2f D Customer COC Page 2 Nickolas Rouse From: Nickolas Rouse /�. 1 � f � �jl) Sent: Monday, June 24, 2019 1:15 PM J'I ( o To: Jsawitsky@weecycle-env.com' Subject: Confirmation Good Afternoon, This is written confirmation of our discussion on project 4025 Field Dr Wheat Ridge, 19-16682. Per our phone call we will proceed as follows: We will relabel the samples listed as CT4-35 & CT4-36 to samples CT3-35 & CT3-36 to match 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 Nickolas Rouse Laboratory Technician, Sample Receiving Eurofins CEI 730 SE Maynard Rd Cary, NC 27511 USA Phone: +1 919-481-1413 Fax: +1 919-481-1442 E-mail: NickolasRouse(o)eurofinsUs.com www.EurofinsUS.com/CEI 1 City of Wheat Ridge Diviso INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection /Z Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an%%n%%�� /aC ction the following business day PERMIT: 01 06 ADDRESS:c° J B E. NJC/I Foundation Inspections Date Inspector Initials Comments v ' 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground i Lkc Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof i Lkc 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS IKIIZ� PERMIT: ADDRESS: `725 FC- Id� JOB CODE: Qf- Rough Inspection (continued) Date Inspector Initials Comments ipa 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 401 Gasline 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works** 413 Flood plain Inspection** 414 Fire Insp. / Fire Protection*** 415 Public Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. The City of Wheat Ridge Third Party Form Check List Property Address I Permit Number Permit Issued Date -- Owner Information Property Owner Information Property Owner Address �l 5' i e- l Inspector Information Inspection Company Inspector Name, Inspector Contact info. Inspector Statement and Acknowledgement * I hearby acknowledge the roof I am inspecting is 6/12 or over. All roofs that are under 6/12 must be inspected by the City of Wheat Ridge Buiding Dept. * I hearty acknowledge the roofing system for the referenced building has been inspected and found to be in compliance with the minimum requirements of the 2012 IRC and 2012 IBC as well as all City of Wheat Ridge Policies and Procedure and Manufacturer's recommendations and specifications. Inspector: i �� �a� G- Date: �) /C)/., Property Owner Statement of Acknowledgement *1 hearby acknowledge that i am the owner of the building referenced above and I give my consent for the listed third -party inspection company to perform my roof inspection in lieu of the City of Wheat RiNOZdfding Division inspection, Propery Owner/Agent: This original document and permit card, as well as the roofing check list, must be submitted tc the Chief Building Official within seven days of the final inspection. Drop off in person Permit counter 2nd floor 7500 W. 29th Ave Wheat Ridge CO 80033 Draft Date: 7/26/17 Please add note to reverse side The City of Wheat Ridge Inspection Check List notes Mid -Roof Roof lnseection ❑ N/A ❑ Pass ❑ Fail ❑ N/A "ass ❑ Fail Structural roof components ❑ N/A ❑ N/A ❑ Fail Verify that no more than 2 layers of shingles exist Pass ❑ Pass ❑ Fail ❑ Fail Flashingfor roof and wafts if new sheathing is installed verify that it is listed in the N/A ❑ Pass ❑ Fail permit description (Valuation must be adjusted) Verify sheathing nail pattern (See Policy K Procedures) Pll /A ❑ N/A ❑ Pass Q rail Crickets and saddles where needed Cl N/A -Pass Pass ❑ Fail ❑ rail Verify B vent must have boot same gauge as pipe Verify Vent caps ED N/A ❑ J- Pass ❑ Fail Verify no flashings are damaged or rusted N/A �/A " ❑ Pass ❑ rail ❑ Fail Step flashing shall be min. of 4x4 piece per shingle ❑ N/A Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A A Pass ❑ Fail Ice and water shield 2' in heated wall spaces Underlayments must follow 2012 IRC 12012 IBC ❑ N/A RIPass ❑ Fail Verify roof slope for proper drainage ❑ N/A ❑ N/A O—Pass Pass ❑ Fail ❑ Fail Dripedge shall have min of 2" overlap Dripedge ❑ N/A ® pass ❑ Fail should extend down min 2" past roof deck Dripedge shall be mechanically fastened 12" QC N/A❑ i Pass ❑Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope. Exception, detached garages, patios, carports, open on three sides with min. slope of N/A N/A ❑ Pass ❑ Pass ❑ Fail ❑ Fail 1:12 Modified Bitumen, EPDM, TPC min slope 1/4:12 slope Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass ❑ Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturers specifications- Must have manufactures letter of warranty with the address on the letter for final inspection Metal Roof Shin les Rectuirements N/A ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope 1055 N/A ❑ Pass ❑ Fail 3:12 Metal valley flashing shall be the N/A ❑ Pass ❑ Fail same material as roof Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a a min. of 4" Tile Roofs Recluirements N/A ❑ Pass ❑ Fail Clay and concrete file shall have a min. 2-1/2.12 slope Slopes 4:12 and under require double underlayment The City of Wheat Ridge Inspection Check List notes Mid -Roof Notes I L&- t\ L,, j ci 4-6Z- ` 6 &, y L_ r u v Z- i-- Company Name: 9 , -- Inspector inspector signature: Date of Inspection: - rF. The City of Wheat Ridge Inspection Check List notes Final Roof Roof lnsuection ❑ N/A ❑ Pass ❑ Fail ❑ N/A Pass ❑ Fail Structural roof components ❑ N/A /n—Pass ❑ Fail Verify that no more than 2 layers of shingles exist ❑ N/A amass ❑ Fail Flashing for roof and walls ❑ Pass ❑ Fail If new sheathing is installed verify that it is listed in the permit description (Valuation must be adjusted) R�N/A ❑ Pass ❑ Fait Verify sheathing nail pattern (See Policy & Procedures) _51N/A ❑ Pass ❑ Fail Crickets and saddles where needed ❑ N/A Pass ❑ Fail Verify B vent must have boot same gauge as pipe ❑ N/A Pass ❑ Fail Verify vent caps ❑ N/A Pass ❑ Fail Verify no flashings are damaged or rusted ❑ N/A Pass ❑ Fail Step flashing shall be min. of 4x4 piece per shingle E -N/A ❑ Pass ❑ Fail Verify scuppers allow for proper drainage ❑ N/A Pass ❑ Fail Ice and water shield 2' in heated wall spaces ❑ N/A [Pass ❑ Fail Underlayments must follow 2012 IRC 12012 IBC ❑ N/A Pass ❑ Fail Verify roof slope for proper drainage ❑ N/A O—Pass ❑ Fail Dripedge shall have min of 2" overlap ❑ N/A O -Pass ❑ Fail Dripedge should extend down min 2" past roof deck ❑ N/A (Pass ❑ Fail Dripedge shall be mechanicaly fastened 12" OC i IN/A ❑ Pass [] Fail 90 LB roll roofing shall not be applied to roof slopes less than 2:12 slope; Exception: detached garages, patios, carports, open on three sides with min. slope of 1:12 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope N/A ❑ Pass ❑ Fail Above roof insulation R-25 N/A ❑ Pass ❑ Fail Below roof residential R-38 N/A ❑ Pass [] Fail Below roof commercial R-32 N/A ❑ Pass ❑ Fail Modified Bitumen, EPDM, TPO min slope 1/4:12 slope must be installed in accordance with the manufacturer's specifications - Must have manufacturer's letter of warranty with the address on the letter for final inspection Metal Roof Shingles Requirements NIA ❑ Pass ❑ Fail Metal roof shingles shall not be installed on slope less 1 3:12 N/A ❑ Pass ❑ Fail Metal valley flashing shall be the same material as roof N/A EJ Pass F1 Fail Metal valley flashing shall extend a min of 8" from the centerline with a min. of 3/4 " high splash diverter rib built-in at the flow line with sections overlapping a PP 9 a min. of 4" _Tile Roofs Requirements J N/A ❑ Pass ❑ Fail Clay and concrete the shall have a min. 2-1/2:12 slope Slopes 4:12 and under require double underlayment Company Name: Inspector signature: Date of Inspection: The City of Wheat Ridge Inspection Check List notes Final Roof Notes vt A City of Wheat Ridge Residential Roofing PERMIT - 201800903 PERMIT NO: 201800903 ISSUED: 04/02/2018 JOB ADDRESS: 4025 Field DR EXPIRES: 04/02/2019 JOB DESCRIPTION: Residential reroof permit remove and install Owens Corning Duration Asphalt Shingles with 52squares. Pitch 8/12, 3rd Party Inspector Required** House and Shed *** CONTACTS *** OWNER (720)300-9850 MUNGER BURKE M SUB (303)777-7999 Rick Carter 018009 Palace Construction Co., Inc.. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 39,414.06 FEES Total Valuation 0.00 Use Tax 827.70 Permit Fee 614.55 ** TOTAL ** 1,442.25 *** COMMENTS *** *** CONDITIONS *** Midroof & Final Roof inspections for ROOFS 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. REGARDING ROOF VENTILATION: Roof ventilation shall comply with IBC Sec. 1203.2 or IRC Sec. R806. The installation of ridge venting requires the installation or existence of soffit venting. For calculation purposes, one hat or turtle vent equal to one-half of one square foot of opening. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201800903 PERMIT NO: 201800903 ISSUED: 04/02/2018 JOB ADDRESS: 4025 Field DR EXPIRES: 04/02/2019 JOB DESCRIPTION: Residential reroof permit remove and install Owens Corning Duration Asphalt Shingles with 52squares. Pitch 8/12, 3rd Party Inspector Required" House and Shed 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this dument as parties to the work to be performed and that all work twbe fo dJs d' °losed in this document and/or itoc is' acco panying approved plans and specifications. Signature of OWN d CT R (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 ppermit fee. 3. If this permit expires, a new permit may be required to be obtained. rssuance of a new permit shall be subject to the standard requirements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5, The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any oy mance or regulation of this jurisdiction. Approval of work is subject to field inspection. /1 1 signature of Chiet uilding Official Date REQUESTS MUST 8 MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. RcsPC2016 PROPOSAL AND ",.Xk CONTRACT PALACEPalace Restoration 7 S. Galapago Street, Denver, CO 80223 RESTORATION Phone: (303) 777-7999 1 Fax: (303) 777-5256 1 www.palaceconst.com OWNER Burke Munger JOB ADDRESS 4025 Field Dr., Wheat Ridge, CO 80033-4357 TELEPHONE H: (303) 420-9253 C: (720) 300-9850 EMAIL burke-m(a),comeast.net _ BILLING ADDRESS 57 Copper _ r Rd-, #101, Frisro, CQ 80443 PALACE RESTORATION a/k/a PALACE CONSTRUCTION, INC. ("Contractor") proposes to furnish the materials and labor to complete the work set forth in the estimate described below, contained in the estimate attached, and/or incorporated by reference ("Work") and summarized below: As per final adjusted amount from Nationwide for Claim #172566 -GF. Any additional Hail related damage will be added to this contract as a supplement. Contractor will furnish material and labor to complete the Work for Thirty Nine Thousand Four Hundred Fourteen and 06/100--------------- ($ 39.414.06 ) ("Contract Price"). If the Work includes roofing on residential property, paragraph 15 on the reverse applies, and the approximate dates of service will be If the Work includes roofing on a residential property, Contractor shall hold in trust any payment from the Owner until the Contractor has delivered roofing materials at the residential property site or has performed a majority of the roofing work on the residential property. This proposal is subject to the terms and conditions on the reverse side ("Terms & Conditions"). PALACE REST7070 D Date:r .r Proposal may be withdrawn without notice if not ;�aceep d within thirty (30) days. Owner has read this Proposal andM_ % Contract, including the Terms & P operty Owner D6 Conditions, and accepts the Proposal and Contract, as a binding Contract ("Agreement"). Property Owner Date 7 S. Galapago Street, Denver, CO 80223 1 Phone: (303) 777-7999 1 Fax: (303) 722-0296 1 www.palaceconst.com La enia Reimer From: no-reply@ci.wheatridge.co.us Sent: Monday, April 2, 2018 3:12 PM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Gina 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 and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 4025 Field Dr. Wheat Ridge, CO 80033 Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Burke Munger 7203009850 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract burke-m@comcast.net Yes Munger - Executed Contract.pdf CONTRACTOR INFORMATION Contractor Business Name 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) Contractor Address (Primary address of your business) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Palace Construction 018009 720-335-4503 7 S Galapago St. Denver, CO 80223 kfink@palaceconst.com kfink@palaceconst.com TOTAL SQUARES of52 the entire scope of work - Project Project Value (contract 39414.06 value or cost of ALL ; materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or No Pitched roof (2:12 pitch or greater) both? (check all that apply) What is the specific pitch8/12 of the PITCHED roof? How many squares are 52 part of the PITCHED roof? Describe the roofing materials for the PITCHED roof: Type of material for the PITCHED roof: Provide any additional detail here on the description of work. (Is this for a house or garage? Etc) Owens Corning Duration asphault shingles Asphalt It is for the house and the shed / 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 3 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 falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Kyle Fink Email not displaying correctly? View it in your browser. City of Wheat Ridge Residential Plumbing PERMIT - 201708533 PERMIT NO: 201708533 ISSUED: 10/23/2017 JOB ADDRESS: 4025 Field DR EXPIRES: 10/23/2018 JOB DESCRIPTION: Permit for sewer repair including installing cleanouts and tap. 8ft depth, 3ft wide and 8ft long. *** CONTACTS *** OWNER (303)420-9253 MUNGER BURKE M *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 1,750.00 FEES Total Valuation 0.00 Use Tax 36.75 Permit Fee 70.70 ** TOTAL ** 107.45 *** COMMENTS *** *** CONDITIONS *** All work shall comply 2012 International Codes, 2014 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. I by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermtt. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specitications. C?s—1 '!�'—( 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 Bui Iding 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 shat I be subject to the standard requirements, fees andprocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a penrAfsh 1 not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or , ;phis jurist-4tion:.A�pproval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of �W heat l dge MUNiTy DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: U Property Owner (please print): Lle- Phone: Property Owner Email:✓,� Mailing Address: (if different than property address) Address: ,A// A City, State, Zip: r n Architect/Engineer E-mail: Zvz T' Phone: yV oq Contractor: Fl�Ve' l (,,I C Sc�' Cv [ 6 `n Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Z C)~ 3( Z— --� 10 Z Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL R RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT EffLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) �h� Ton- �, Sq. FULF Amps J 1, -T P Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) i7IS' n OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE 0N.1, : (OWNER ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name)• DATE: ` s 2 7—( f ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSSPECTION NOTICE/ Inspection Type: c,—> L-�. " L — / Job Address: ` C? 2 S- % -L �. Permit Number: '-) 0 1'2 O Sr3 ❑ No one available f___ inspection: Time f AM/PM Re -Inspection requir d:( Yes)No When corrections have been made,,call for re -inspection at 303 -234 - Date: I Inspector: � =I' DO NOT REMOV ItHIS NOTICE ~'f~"l~~I!;!J!'l!'.' .."I.-..f\t.!!...~~li!~-i!!..I~~!lIJIlIIIlI..~~I, 1I1I!I!1i1'!$ItIIIlJ:, ".i'.'~'n",=","'. . ~".Wr~... .."J;I....,"'.. '''''.. ...".,..f....--...,..~""'"'"..., ~~..' " ,.f_ .....M._ ..,~ .. City of ,Wheat Ridge Residential Electric PERMIT - 070960 PERMIT NO: JOB ADDRESS: DES~IPTION: 070960 4025 FIELD DR 5.6 KW Roof mounted PV System,grid ISSUED: EXPIRES: tied. 09/10/2007 03/08/2008 -"It.. CONTACTS ... 303/420-9253 303/577-9630 Burke Munger J.Sta1ey/A.Lavirkino 07-0159 REC Solar, Inc. owner gc .. PARCEL INFO ZONS CODE: SUBDIVISION: .. UA 0284 USE: BLOCK/LOT#: UA 01 Pllrlnit Fee Plat!. Review Fee ,Total Valuation Use Tax *llr",TOTAL ** ESTIMATED PROJECT VALUATION: ~~~~g --lli~~~IID 1,~~~::~ lli2~:tfID 25,200.00 ...Fl!:E SUMMARY .. C~nts: JS: Approved. I'hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordi~ces, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all ~~.urements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this a~l~cation and that I assume full responsibility for compliance with the Wheat Ridge Building Code (l.B.C) and all other a dable Wheat e Or es, for work under this permit. Plans subject to field inspection. date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the St.ate of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances' of the City. 2. ~is permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration ~t~. An extension may be granted at the discretion of the Building Official. :L lfthis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no cJ:langes have been or will be made in the original plans and specifications and any suspension or abandorunent has not eXceeded one (I) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. .4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. S. ~ntractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive wwitten approval on inspection card before proceeding with successive phases of the job. 6. ibe issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan ev' subject to field inspections. SAgnature 0 date I.paCT RBQUESTS (303)234-5933 BUILDING OFFICE: (303)235-2855 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat Ridge Building DIvision 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855' Fax: 303-235-2857 I nspection Line: 303-234-5933 Date: 07!3 '? D:f- Plan #: 0=1- - 0,;>0 ~ Pennit #: Building Permit Application ProPl!jtyAdllres$: qoz.., F fI=l.{') "Drz.lve=- Property Owner (p/ease print): f3,. .,e;.....rc; 11 UM~-~ Mailing Address: (if different than property address) Address: (~e ) City, State, Zip: WH~ f rr-. <;S-007,~ Phone: ~"')~t.o. C;Zn Contrac:tOl': 12'-E.t:.. '50L.~ Contractor License #: l'o1tD l;ub Cl)ntl'l!lito..: Electrical City License #: Company: Phone: "303 $77 &)"z<!; Plumbing City License #: Company Mechanical City License #: Company: Use of space (description): 1)"jl;l1ptlon of work: '5".{, k.""" ~oF' M pv ~"f"l! ei'-4 t ~ 1leV Exp. Date: Approval: Conatruction Value: $ d~ :>00 (as calculated per tile BuildIng V.'ulftlon Data sheet) Plan Review (due at time of submittal): $ 33'1. Exp. Date: Approval: Exp. Date: Approval: Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pennit. Plans subject Betlon. CIRLCE ONE:: CONTRACTOR or PERSONAL REPRtt:P-ESENT~O ONTRATOR) ffi!!!!I NAME: 01 SIGNATURE: ~~ Oate: "ft'/r:Jt, 7 f l TMENT USE FIRE review reqU1rlld Bldg Valuation: $ City of Wheat Ridge Building Permit Submittal List The following items are required for the single.. or two family building permit submittal for the property located at #.foz, rri~ n blt... If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required bY~ Building 0 Planning ra,.ooF" Mo...~ SUBMITTAL DOCUMENTS: Plans: ~ Three (3) full-sized (24" x 36") plans (Contents of plans detailed in the Single- and two-family handout) - yellow heading o Three (3) stamped sets of foundation plans. N/A o Three (3) copies of a grading and erosion control plan. ~ DOne (1) copy of a soils report. N~ D Public Works f>,(, ~\)/ f"Vcz,.~~, 61/C.tD""flED DOCUMENTATION: ..)( One (1) completed building permit application. DOne (1) property deed. tv/A DOne (1) certified surveyor Improvement Location Certificate. WA. D Proof of utility availability (form provided by city). N/A ., One (1) building permit submittal list. The following items are required for the commercial or multi-family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: D Building D Planning D Public Works SUBMITTAL DOCUMENTS: Plans: D Four (4) full-sized (24" x 36") plans (Contents of plans detailed in the Commercial & Mufti-family handout) - pink heading D Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan D Two (2) copies of a grading and erosion control plan D Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: DOne (1) completed building permit application. DOne (1) property deed. DOne (1) certified surveyor Improvement Location Certificate. D Proof of utility availability (form provided by city). DOne (1) building permit submittal list. ILE CtJf: DRAFTER DESCRIPTION GRIFFITHS/WOOD GRID CONNECTED PHOTOVQLTAIC SYSTEM TABLE OF CONTENTS PAGE # DESCRIPTION PV-1 SITE PLAN PV-2 STRUCTURAL DETAIL PV-3 ELECTRICAL DETAIL SITE PLAN ~ SCALE: 1" - 50' , APPROVED Subject to Field Inspections SYSTEM INFORMATION ARRAY PITCH ORIENTATION AR-Ol 330 1820 Wheat Ridge Building Oepl te.9./QIp.J Signed....... .. ..:... ..........Plan Checker Wheat Ridge Building Departme. . Approved.. .. OF CLUiJ~QZ ali. fperm :Theissuanceofapermil9r~:OfPfar!1;,~s ld computations shall not be a permil for, or ailappiova! of, l!I1Y vioIalic?n to any of the provisions of lhe building code or Of anfqty ordinaIals. .,rmits presuming to give authority to violate or caOceI th8 provisionsqlhe building codes or1lther ordinances of ~City.lll1aIJ nolbe vale!;" . ~-,> - ',"-" -. :.~'Y'- " ,.. ""'- INVERTER LOCATION SERVICE ENTRANCE NOTES: 1) 5.6 KW SOLAR SYSTEM INSTALLED BY REC SOLAR CO LIC # 7080 2) SOLAR MODULES MOUNTED FLUSH TO ROOF USING PRO-SOLAR ALUMINUM RACKING SYSTEM. SYSTEM WEIGHT: 3 LB/FT^2 3) COMPOSITE SHINGLE ROOF, TWO STORIES 4) INVERTER LOCATED IN GARAGE NEXT TO MAIN PANEL. 5) CONNECT SYSTEM TO MAIN PANEL. 6) RUN CONDUIT IN ATTIC FROM NORTH ARRAY, AND THROUGH EAVES FROM SOUTH ARRAY, 7) ROOF STRUCTURE: 2x6 WOOD TRUSS @ 24" O.c. VICINITY MAP PLANS REVIEWED: BOM REVIEWED: MUNGER RE5IOENCE 4025 FIELO DRIVE WHEAT RIOGE, co 80033 PAGE: PV-l REC SOLAR REC Solar, Inc. PROJECT MANAGER co LIe: 7080 775 Fiero lane, SuIte 200 San Luis Obispo, CA 93401 USA PROJECT FOREMAN Phone (8BB}657-6527 Fax (805)528-9701 3: c z G) m :;:0 N Ul o :;:0 I o N Ul 3: c z G) DW~$. 071207 J!fll DRAFTER DESCRIPTION GRlFFITHSfWOOD GRID CONNECTED PHOTOVOLTAIC SYSTEM N TE : SANYO HIP-200BA3 MODULES 20DW MODULES 51.9" X 35.2" X 1.4" . -<ICU If) I i'- ...... NOTES: USE PRO-SOLAR SHALLOW CHANNEL RAIL. MAXIMUM 4' SPAN, MAX OVERHANG 1-1/2'. 1& ...0 [-~I .0- o ..-0-- o .On o o o .0 2' APPROVE I Subject to Field Insr "ons Wheat Ridge Buildir,; 9;'01 Date.1 t'l~. Signed..... :. .... ..............1 'an Checker MODULE LAYOUT SOUTH ARRAY SOL""~' O...n- -0 o o c 4' 11'-10~' SCALE: 1/4" = l' REC Solar, Inc. PROJECT MANAGER co LIC: 7080 77S FIero Lane, SuIte 200 San Luis ObIspo, CA 93401 USA PROJECT FOREMAN Phone {888)657-6527 Fax {805)52B-9701 PLANS REVIEWED: BOM REVIEWED: o Or-- o .. SOLAR MODULE CLAMP CHANNEL NUT SOLAR MODULE SUPPORT RAILS ROOF 5/16" STAINLESS STEEL LAG BOLT MINIMUM 2-1/2" EMBEDDING PENETRATION DETAIL 20'-10' I ... -0 JO_n.J. 0 .01 0 110 MODULE LAYOUT NORTH ARRAY J 0t 1_: n_ 01 o . .::J 1CU ........0 0- I ... O. j 4' 4' 2' 2' SCALE: 1/4" = l' MUNGER RESIDENCE 4025 FIELD DRIVE WHEAT RIDGE, CO 80033 PAGE: PV-2 "'"'-'" 071207 ~ 3: c z G) m ~ N U1 o ~ I o N U1 3: c z G) DRAFTER DESCRIPTION GRIFFITHS/WOOD GRID CONNECTED PHOTOVOLTAIC SYSTEM ELECTRIC DIAGRAM 3/4" EMT OR EQUIVALENT: (2) 10 AWG THHN/THWN-2 CONDUCTORS (1) 10 AWG THHN/THWN-2 NEUTRAL (1) 8 AWG THHN/THWN-2 GROUND SQUARE D DU221 RB 30A 120/240 VAC 120/240 VAC SINGLE PHASE SERVICE 200 AMP MAIN o 0 MANUAL LOCKABLE DISCONNECT 30 AMP PV BREAKER H H 1. NEUTRAL BUS GROUND BUS FACILITY GROUND NOTES: 1. GROUNDING WIRE WILL BE BONDED DIRECTLY TO FACILITY GROUND 2. ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2005 NEC 250 3. MODULE INTERCONNECTIONS WILL BE MADE WITH 10 AWG RHW/USE"2 WIRE. 4. ARRAY CONDUCTORS ARE SIZED FOR DERATED CURRENT 3.83 AMPS SHORT CIRCUIT CURRENT 125% DERATING FOR EXTREME IRRADIANCE CONDITIONS (NEC 690-8 (a)) 125% DERATING, CONTINUOUS PHOTOVOLTAIC SOURCE CURRENT (NEC 690-8 (b)) 156% TOTAL DERATING (COMBINATION OF ABOVE) 5.97 AMPS TOTAL CAPACITY 5. INVERTER PROVIDES NECESSARY GROUND FAULT PROTECTION AS REQUIRED BY 2005 NEC 690.5 GROUND FAULT PROTECTION. 6. PHOTOVOLTAIC SYSTEM HAS CONDUCTOR BONDED TO GROUND IN INVERTER AS REQUIRED BY 2005 NEC 690.41 SYSTEM GROUNDING, AND 690.42 POINT OF SYSTEM GROUNDING CONNECTION. 7. WHERE DC PHOTOVOLTAIC OUTPUT CIRCUITS ARE RUN INSIDE A BUILDING THEY SHALL BE CONTAINED IN A METALLIC RACEWAY OR ENCLOSURE FROM THE POINT OF PENETRATION TO THE FIRST READILY ACCESSIBLE DISCONNECTING MEANS - 2005 NEC 690.31 (E) 8. USE UL APPROVED BONDING FITTINGS AT ALL CONDUIT/BOX JUNCTIONS. 9. MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 10. INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741 FlEe REC Solar, Inc. PROJECT MANAGER co LIC: 7080 775 Aero Lane, Suite 200 San Luis Obispo, CA 93401 USA PROJECT FOREMAN Phone(888)6S7-6S27 Fax(80S)S28-97tl1 5'01 r\ D ....._ ...'t~-".d ,,, 'J \... ~", ~:"':j ~.\ ~;::~t "." :' \'\ ,"I; ~\ ~ .. '" ., .. '~-' . ,- '<.~, j APPROVED Subject to Field Inspections Wheat Ridge Building Dept Date..:J/.rp ~ Signed....... ..... ...:........PIan Checker 3/4" EMT OR EQUIVALENT: _(2) 8 AWG THHN/THWN-2 CONDUCTORS (1) 10 AWG THHN/THWN-2 GROUND FRONIUS IG 5100 INVERTER 5100 WAlT INVERTE AC OUT LU OUTBACK COMBINER BOX 600VDC 15 AMP FUSES 3/4" EMT OR EQUIVALENT: (2) 10 AWG THHN/THWN-2 CONDUCTORS (1) 10 AWG THHN/THWN-2 NEUTRAL (1) 8 AWG THHN/THWN-2 GROUND ~ MODULE CHARACTERISTICS: SANYO 200 WATT PHOTOVOLTAIC MODULES OPEN CIRCUIT VOLTAGE: 68.7 VDC OPEN CIRCUIT VOLTAGE: (NEC 690.7): 85.88 VDC MAX POWER VOLTAGE: 55.8 VDC SHORT CIRCUIT CURRENT: 3.83 AMPS SHORT CIRCUIT CURRENT(NEC 690.8(A)(1)): 4.79 AMPS SYSTEM CHARACTERISTICS SYSTEM SIZE: 5.6 kW SYSTEM OPEN CIRCUIT VOLTAGE: 343.5 V de SYSTEM OPERATING VOLTAGE: 223.2 V de MAXIMUM ALLOWABLE DC VOLTAGE: 500 V de SYSTEM OPERATING CURRENT: 25.13 Amps SYSTEM SHORT CIRCUIT CURRENT: 33.51 Amps LABEL: DC DISCONNECT. PLANS REVIEWED: BOM REVIEWED: 1" EMT OR EQUIVALENT: (14) 10 AWG THHN/THWN-2 CONDUCTORS (1) 10 AWG THHN/THWN-2 GROUND (28) SANYO HIP-200BA3 MODULES IN (7) STRINGS OF (4) MODULES EACH 274.8 VDC EXPECTED OPEN CIRCUIT STRING VOLTAGE -WARNING- ELECTRIC SHOCK HAZARD. DO NOT TOUCH lERMllIALS. lERMllIA.LS ON BOTH UHE AND LOAD SIDE MAY ErE ElIERGIZED LABEL: REC INSTALLED SUBPANELS AND FUSE BOXES. -WARNING.. DO NOT ENTER THIS EQUIPMENT ISPOWERED.BY ^ PHOTO VOL TAlC POWER SOURCE LABEL: REC INSTALLED JUNCTION BOXES, COMBINER BOXES AND GUTTER BOXES. .WARNING~ THIS FACILITYIS POWERED E1Y A PHOTOVOLTAICPOWER SOURCE LABEL: MAIN SERVICE PANEL, EXISTING SUBPANELS, AND EXISTING EQUIPMENT TIED INTO. MUNGER RE5IOENCE 4025 FIELO ORIVE WHEAT RIOGE, CO 80033 REC- SOLAR rr Rene...able Ener:g';/Concepts, Inccii'pGi.ated re,4:.cJari(lhCoU~ S.an LuisOb~spo, C.alrfomia. 93401 (6S6l6::i7'6527ToU:Free (805) 528':"3701 fax http:/{wwlll,rl!ics:olar;corri LABEL: MAIN SERVICE PANEL, INVERTER AND REMOTE ARRAYS. PHOTOVOL TAlC DISCONNECT -WARNING- E;LE;CTRIC SHOCK HAZARD. 1l0NOT TOUCH TER MINALS. TERMINALSOI>j BOTH LINE AND LOAD SIDE MAYBE ENERGIZED INOPEN'POSITION. LABEL: AC, DC DISCONNECT OR OTHER DISCONNECTING MEANS. PAGE: OW". 071207 PV-3 m:r- 3: c z G) m ;:0 ~ N 111 o ;:0 I o N 111 3: c z G) '-"" FRONIUS IG GRID-TIED INVERTERS FOR PHOTOVOLTAIC SYSTEMS Light Weight More Energy Lower Cost LCD Display Powerful Reliable Warranty At 42 Ibs, the FRONIUS IG inverters are the lightest grid-connected inverters making them both easy and cost-effective to install. MIX'" Concept allows your system to output more energy under part-load conditions. Integrated UL approved DC & AC disconnects which reduce installation time and complexity - often eliminating the need for additional disconnects. User-friendly and comes standard with every FRONIUS IG; tracks more than 20 critical system performance parameters. At 4000, 4500 and 5100 watts, these inverters deliver more power output for higher performance installations. Fronius has been in business for over 60 years and has more than 200,000 FRONIUS IG inverters installed worldwide. Standard 7-Year Warranty (10-Year Extended Warranty available). POWERING YOUR FUTURE ,~.- .~7-~~1IIi<lllOQGi "., NIUS IG 5100 .'-i'-.,.i^1'RQNIUS~ Recommended PV power 3000 5000 Wp 4000 6300 Wn 3600 5500 We Ooeratine DC voltaee ranee 150 - 450 V 150 450 V 150 - 450 V Max. DC input voltaae 500 V 500 V 500 V Max. usable DC innut current 26.1 A 33.2 A 29.3 A !DClIlm.~''- IUSIG5100.iit'1 t'jj'!'RONIUS IG<!I1i!IlI'L1I.' Maximum output power @40" C 4000 W 5100W 4500 W Nominal AC outout voltaee 240V 208 V Operatina AC voltage ranee 212 264 V (240 +10% 1-12%) 183 - 227 V Maximum AC current 16.7 A 21.3 A 21.6A Maximum utility back feed current O.OA 0.0 A O.OA Maximum Qutout fault current 35.2 A 35.2 A 35.2 A Nominal outnut freeuency 60 Hz Operatina frequency range 59.3 60.5 Hz f60 Hz nom) Total harmonic distortion <5 % Power Factor (cas phi) 1 l:Gil~eraldat'i i 1" , ..'.7S!'RO_1IIi11;IllQ.,.~.g'Ii;;^1'R . G 4500"~ Max. efficiency 95.2 % 95.2 % T 94.4 % Consumption in stand-by < 0.15 W (nioht) Consumntion during operation 15W Protection Type NEMA 3R Coolinn Controlled forced ventilation Size-(I x w x hf 28.4 x 16.5 x 8.8 in /720 x 418 x 223 mm) Weiaht 421bs. (19 i<<i) Ambient temnerature range -5 to 122 OF (-20 to 50 OCt Intearated DC and AC disconnects standard UL ~ & AC disconnects EPiatectlonsi i '. '0" '-";~ ,. Ground fault protection Internal GFDI, in accordance with UL 1741 DC reverse polarity protection Internal diode Islandinn nrotection Internal, in accordance with UL 1741 Over temperature Outputpowerderatinn Surae Protection Internal DC & AC nrotection, Tested to 6 kV .,. .C. '>.0;,> ."o;>i' , ; 0; Safety UL 1741 EMI FCC Part 15; Class A & B Anti~lslandine protection UL 1741 Ground fault detector and Compliant with NEC Art. 690 rAnuirements, UL 1741 M 'i. 'c. ,... Maximum AC over current protection Two-pole, 30 A circuit breaker AC wire sizinn Use maximum AWG 6 194 "F (90 "C conper wire DC wire sizioo Use maximum AWG 6 194DF (90 DC) copper wire AC disconnect 32 A DC disconnect 40A Warranty 7 Years; 10 Year extended warranty available Distributed by Fronius USA LLC Solar Electronic Division 10421 Citation Drive Suite 1100 Brighton, Mi 48116 E-Mail: pv-us@fronius.com www.fronius-usa.com ~ ~ ~ ~ ! , ~ " ~ 8 c i! . . "- i ~ 5 B . ~ .. . . .g'~ . c :5 .~ ~e i .~ ~~ ~.'! ~;l: si ~" .~ ~"- Q :!! .~ .;;l "~ -. Il" q, ~ll ~8 " ~i1 . ~ ~ E ~~ gg ~~ '!:( .!! ~~ <D ~ M ~ \<l g o o oj Power Output: 180. 200 Watts Cell Efficiency: 17.8% - 19.7% Module Efficiency: 15.3% - 17.0% HIT PHOTOVOLTAIC MODULES Models: HIP-180BA3. HIP-186BA3, HIP-190BA3, HIP-195BA3, HIP-200BA3 ~ 'I . ., "1 ie, ,] ,; 1 i i ; '.' ! i i I , I i L .. ., , , , , , I -"---_u , , --'----. Proprietary Technology SANYO HIT (Heterojunction with Intrinsic Thin layer) solar cells are hybrids of single crystalline silicon surrounded by ultra-thin amorphous silicon layers. High Efficiency SANYO HIT solar panels are a leader in cell and module efficiency. With models up to 15.8 Watts per sq. foot (17% module efficiency) you obtain maximum power within a fixed amount of space. You save costs for using fewer support materials, wiring, and spend less time installing. The powerful modules are ideal for grid-connected solar systems. Temperature Attributes As temperatures rise, SANYO HIT solar panels produce more electricity (kWh) than conventional crystalline silicon solar panels at the same temperature. Unique Structure SANYO HIT solar panels have a black anodized double-wall aluminum frame. The panels come pre-equipped with a touch-safe junction box, lead wires, MC™ plug-n-play connectors, and a unique mounting lip, all of which help to minimize support structure materials, installation time and costs. Valuable Features SANYO HIT solar panels have no moving parts and weigh less than 31 pounds. The panels are 100% emission and noise free. The panels come with a 20-Year Limited Power Output Warranty and a 2-Year Limited Product Workmanship Warranty. Panels are UL 1703 safety rated for wind, fire and hail. You can transport the panels to a site using less space and our unique eco-package minimizes cardboard waste deposited in customer's trash. Quality, Ratings, Reliability SANYO silicon wafers are manufactured in the USA, and the panels are assembled in Mexico. All SANYO solar factories in North America are ISO 9001 and 14001 certified. The panels are subjected to strict inspections to ensure electrical, mechanical, environmental, and visual compliance. SANYO's conservative model ratings offer you more kWh per rated kW, and assist to more accurately predict performance and financial economics. @ 1 April 2006 Sanyo Energy (USA) Corp. s~o SANYO HIT Solar Cell Structure p-typeIi-type (lJIIra..lhIn amorphous silicon layer) F""'-::e.:. I ....~ Thln"""", eledrode i .; ... _~._ n ......... =;::m.~"~, rr Hypeln..type"' (U1tra..thin amorphous sillcoo layer) Unnecessary Section When Using SANYO HIT Increased Energy When Using SANYO HIT 1.0 I o .. , a- d 0.5 ] .. " E o Z 0 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Time (Hours) Electrical Specifications Models HP-xxxBA3 180 186 190 195 200 Raled Rlwer (Arax" W 180 186 190 195 200 MaxilT1.lm Power Voltage (Vpm) V 54.0 54.4 54.8 55.3 55.8 MaximJm Power Current (Ipm) A 3.33 3.42 3.47 3.53 3.59 Open Circuit Voltage (Voc) V 66.4 67.0 67.5 68.1 68.7 Short Circuit CUrrent (Isc) A 3.65 3.71 3.75 3.79 3.83 MnilT1.lm Pow er (Prrin) W 162.0 167.4 171.0 175.5 180.0 MaxilT1.lm System Voltage (Vsys) V 600 600 600 600 600 Series Fuse Rating A 15 15 15 15 15 Ter11>erature coefficient (Pmax) %/OC -0.33 -0.30 -0.30 -0.30 -0.29 Ter11>erature coefficient (Voc) V/oC -0.173 -0.168 -0.169 -0.170 -0.172 Ter11>erature Coefficient (Isc) ""'/'C 1.10 0.85 0.86 0.87 088 8ectrical Tolerance % +1-10 +1- 10 +/~ 10 +1-10 +1-10 Pre"' Rating W 166.0 174.9 178.7 183.5 188.7 Cell Efficiency % 17.8 18.4 18.8 19.3 19.7 MJdule B"ficiency % 15.3 15.8 16.1 16.5 17.0 Pow er per Square Foot W 14.2 14.7 15.0 15.4 15.8 s~o Dependence on Temperature Mechanical Specifications Internal Bypass (lodes No. 4 4 4 4 4 rvbdule Area Ft' 12.69 12.69 12.69 12.69 12.69 weight Lbs. 30.86 30.86 30.86 30.86 30.86 NOCT('C) 'C 44.2 44.2 44.2 44.2 44.2 (lmensions LxWxH (rnn) in. 51.9x35.2xl.4ln (1319x694x35nrn) Cable Length -Male/+Female (rnn) in. 30.7124.8In (780/630nrn) Cable Size 1 Connector Type AWG NO.12 AWGI rvc™ Connectors Static Load \^And I Snow (Pa) PSF 50PSF (2400Pa) 1 39PSF (1876Pa) Pallet [lmensions LxWxH (om) in. 53x36x63in (1346x912x1600rnn) PIeces per Full Pallel 1 Weighl (kg) pcs.lLbs. 36pes /1102 Lbs (500kg) Quantity per 20'/40'/53' Container pes, 360pcs 1 756pcs 1 972pcs Standard Operating Conditions (SOC) and Safety Ratings SOC Arrtlient Ter11>erature -40Fto 1040F (-20'Cto40'C) SOC Relalive f\Jrridity 45% to 95% Hail Safety Il11>act Velocity 1" hailslone (25nm) al 52"..,h (23m's) Fire Safety Oassification Oass C Safety & Rating Certifications UL 1703, cUL, CEC Lirrited Warranties 20-Yrs Power Output/2-Yrs Product Workmanship "STC:CellTemp,Z5"C,AM 15,IOOOW/m2 "'PTC:CeUTemp.ZO"C,AM 15, IOOOW/mI, lm/s Wmd Dimensions Unit: mm (Inches) 694 (352) 35(1.4) 1 Ground Hole (1 place) /440(17,3) ~ N f'C7I "Junction Box Lab~ negatlve(-) posltlve(+) 11.37 16.3(0,7) Section A-A' fj; '" ~ ~ Connector {MC..... Plug) I. . , Note: Specifications and products above may change without notice Front Side Backside 4.50 .00 350 ~ 3.00 " 250 . . 2.00 , U '.50 '.00 0,50 000 (Reference Data for200WattModel) -------T- ---~ - -- r-- - -AM~1~5,-10boW;';- " .. " '" Voltage (V) Dependence on lrradiance 3.50 g 300 " ~ 250 " 02,00 4,50 (Referencll Data for 2DO W8lJ. Model) ,ell Temp 20" 4,00 1000W1"'"--------- L -, 800W/m~ -<>OOvvkni--------- 400W/mZ 1.50 1.00 --2OOWIm~---n- ---r-----H- 0.50 ---- --- --~ 000 , " .. Voltage (V) " " I CAUTION I Re.dthe operating instructions carefully before use of these products. Visit'vVWW,sanyo.com or contact our Authorized Representatives fO( more information: SunWlze Technologies (800) 817-6527 or www.sunwiz8.com Conergy (888) 396-6611 or www.conergy.us Carmanah Technologies (877) 722-8877 or WNW.carmanah.com Salera Sustainable Energies (866) 537-7012 orwww.soleraenergies.com .. Chisholm Consulting Services, Ltd. Slrudunlll:nginccrs 1995-2005 1074 S. ALKIRE ST. LAKEWCOD. CO 80228-3112 PH (303) 914-8202 FAX (303) 914-8203 May 7, 2007 Chris Oestreich REC Solar 684 Clarion Court San Luis Obispo, CA 93401 David Fosdeck Colorado Operations Manager REC Solar 9042 Marshall Court Westminster, CO 80030 RE: Ground Mount Panels on Ground Trac PV Mounts and Aluminum Channels Testing and Compliance to Specified Loads To Whom It May Concem, This letter is to certify that Walter G. Keske of this office reviewed the engineering report and test information for the specified design loads for the ground mount panels. The load test observation and static load tests on the anchors, mounts and frame conducted by TriTek Engineering, Inc. of Califomia validate the capacity of the system to support the specified loads. After review of the information and data, this office also certifies the conclusions of the tests that the engineered system is capable of supporting the specified loads. Please call if there are questions conceming this letter or if we can be of further service. Sincerely, ~A/ Ir J ],/ A W:i.uLt. 1>. Wilt. Walter G. Keske, P.E. ~\,\\IIIII11'"I1. ~,\" 0 RE; '" ~'~~'-. ..-'I. ;"'" S G. ~ ~ i :: - 1;- ~ 15814 I g \j,~ 5/7/0 1~j ~('-~ ~~~~ """ 8/0NAL 'to..~!1o"'~ IIIIIIIIIIIIl"\\\\\\' TriTek Engineering, Inc. CIVIL & STRUCTURAL ENGINEERI.NG DESIGN 71221/2 Topanga Canyon Blvd., Suite A, Canoga Park, Califnmia 91303 Professional Solar Products 4630 Calle Quetzal Camarillo, CA 93012 Attn: Stan Ullman Date of observation test April 24, 2002 MEMO: Engineering applies to modules manufactured by Sharp Corporallon and the proprietary mounting system manufactured by Professional Solar Products. Camarillo, CA. Mounts will be clearly identified "Tile Trac" with a permanent adhesion label. Subject: Sharp Solar Tile Trac test TEST SETUP FLAT MOUNT: Four Sharp Solar 32.5" x 62" long modules bolted to 1.5" x 1.5" x 136" supports using a combination of 10ea. 5/16" stainless steel bolts, lock washers and specially extruded inserts. The mounting channel was attached to the module mounllng with a 318" nut and washer at six attachment points 10 a Tile Trac mount. The Spans tested consisted of a front to rear of 48-. The entire set up was supported by to four by six beams resting on the concrete floor. The Tile Trac mount will support NE-Q5E2U, NE-K125U2. NE-80EtU, ND-QOE2U, ND-L3E1U, NT-S5EtU and NT-185U1 photovollaic modules. Test Procedure: The test set up was loaded using sandbags that produced an equivalent 5O#Isq.ft. loading. Upon completion of the placement of the sandbags the maximum deflection that occurred was 11,". The sandbags were left for 30 minutes with no change in the deflection or any other sign of distress. After the 30 minutes was completed the fixture Was inverted to simulate the download condition. The results "f thelesls were duplicated in the uplift condition. The deflection was y."maximum and the fixture suffered no signs of distress due to the loading. This document certifies the Tiie Trae mount and accompanying lilt up support. used with the above mentioned frame style. Sharp Solar modules, withstands a 50 lb. per square foot static pressore load, this loading is equivalent to a wind speed of approximately 125 mph as defined in the 2001 Uniform BLilding Code. Overall the mounting unit perfonned as expected. Sincerely ..-- AL AIi Basma RCE I Control No. SHRP-TT-FL.P I Page 1 of 2 Note: This angineering is not intended for use in obtaining a permit for systems other than the above menlloned configuration. Unless otherwise directed in writing, tlis engineering shall not be publicly posted or copied. N '0 N 10 " ;;; OJ '" ee " D- O'> t " f- a Ii. m a fl) m ...J ~ m a ...J on a 2 on Q 2 f- 0 0 ~ i= W U ...J W Ii. ...J W Ii. 0 W 0 0 0 ;3. 0 <( ...J 0 2 ...J 5: D- o ;:) a a >-:I: <( 0 o::m :J --' <(--'::;: Cl tuLLUJ ~..J -If- 50.75" 0::- [f::;:m <( Wf- ow>- Ww o::f-m ~a D-~a ~ Of- om!=! 2m ~OZ p L Ww ~f- f-2:J -0 li.f-::;: W 02 0 0;:) 0 0::0 ~ ::;: b '" '" ~ J. J r- J r I:- L w t- ffi ffi ill ~ g~ ~ h ~ ! ~ ~ '" go ~ 0 g ~ i=1= ~ ~ fil ~~ ~ <( ~ - ~~l ~~.~.~JD~ D- N ...J Ii. ~ I ~ ------- 'Z ~ is g ~ 1 g ~ ;:: . '" >< 10 ~ .1 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 41/)25 r;~L./) L)R/~~ /7 AI' A/hI#'/ /1/#,& /..,.. /N/.I<;L:; r-:-',/.....,.~7<.S A?.-L-ti:t://....e/--/) Ci7 PX77-A?/oK' C'tf77L'-':.---r- rU/--'-~ /.-/),--/777/,^/ ::::' "". AC7?/~ /J//W "<<//..:<'//\0"'& ~ ~-""'.N'-.G' M/J/!/ /)4-/7""-:;p _ ~'? " .. - ..,.. EX7.:7...c'/cJe ~ /....-;./"...~ //V ~/~J7-<:" /JA:) T .c.e..o~/....v'c; 44" ...5;./V.0'/ /- r'hA:" ~A16-..L LV..-R &}-0-9,-)~:/ '- V--';/';C-<C" /1. /1/..:"/ c<A.~...............",-::- ~;r"/y 1.-- .. ,J -'LJ(A:;5;C ("/;:""/..v'/; c9 -;,L A'C"....D #"7' &x-@ An//" ~""'.S"$ ~,,,,p L:/f';"........,-CZP 6. 7 ~A'A/ .A~../,.........-;i';:> C?J .~..T.........R..~-r . ~. e L. L, ..<:'dc~"'-'<-" When corrections have been made, call for re-inspection at 303-234-5933. Date: O..J....{/~ O~ DO NOT REMOVE THIS NOTICE City of Wheat Ridge conversion PERMIT - 016624 PERMIT NO: JOB ADDRESS: DESCRIPTION: 016624 4025 FIELD DR SINGLE FAMILY ADDITION ISSUED: EXPIRES: 01/06/2004 8'/06/2003 ~ \ dz.J'Z-OO io~ ..* CONTACTS *.. 303/420-9253 420/925-3 BURKE MUNGER OWNER GC 02-1847 Burke Munger ** PARCEL INFO ** ZONE CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Plan Review Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 1,473.95 959.07 .00 1,500.00 3,933.02 125,000.00 ** FEE SUMMARY ** Comments: KS: Extension granted for 180 days (11/2/06 expiration) Must pay 1/2 of permit fee = $736.98 to re-issue permit. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.Cl and all other appli Ie eat Ridge Ord'nances, for work under this permit. plans subject to field inspection. date 1, This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days, 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the orig~nal plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (I) year, full fees shall be paid fora new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor a~, a~~ '. .ation he provisions of the building codes or any other ordinance, law, rule or regulation. A~~~:ct t . inspections. Signature of Chief Building Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 05/02/06 14:55:26 bp701-ls City of Wheat Ridge PERMIT INFORMATION - 016624 PERMIT INFORMATION: Permit#: 016624 Permit Cd: converSlon Permit Dt: 01/06/2004 Expires: 07/04/2004 Address: 4025 FIELD DR Parcel Cd: 39-224-04-035 OWNER: BURKE MUNGER Address: City/St/zip: LAND PARCEL INFORMATION: Zone Cd: Unassigned Punet Use: Unassigned SUbdivision: Unassigned Cont Type: Unassigned Legal: DU: Last Zone Dt: Annex Dt: Lot: JOB DESCRIPTION: SINGLE FAMILY ADDITION FEES QTY DUE PAID: Permit F" .00 1,473 .95 1,473. 95 Plan Review F" .00 959. 07 959. 07 Total Valuation 125,000. 00 .00 .00 U" Tax .00 1,500 .00 1,500. 00 3,933.02 3,933.02 CONTACTS: OWNER BURKE MUNGER 3034209253 GC CLl Burke Munger 4025 Field Dr. Wheat Ridge CO 80033 4209253 Block No: PERMIT NOTES: 05/02/06 KS: Extension granted for 180 days (11/2/06 expiration). Must pay 1/2 of permit fee 01/06/04 DM--OK PER REDLINES. 1/6/04 01/06/04 TRC--ADDITION MUST BE MINIMUM OF 15' FROM SOUTHERN PROPERTY LINE INSPECTION INFORMATION: . TYPE CONTR# CALLED CNCL WHO REQ DT INS DT 1 FOOTI 01/21/04 no UA 01/21/04 01/21/04 2 FOT 01/21/04 no UA 01/21/04 01/21/04 3 FOUND 01/30/04 no UA 01/30/04 01/30/04 4 FOU 01/30/04 no UA 01/30/04 01/30/04 5 G. 05/18/04 no UA 05/18/04 05/18/04 6 GPT 05/18/04 no UA 05/18/04 05/18/04 7 plumb 06/02/04 no UA 06/02/04 06/02/04 B RM 06/02/04 no UA 06/02/04 06/02/04 9 Mn 06/02/04 no UA 06/02/04 06/02/04 10 PRI 06/02/04 no UA 06/02/04 06/02/04 11 PRI 06/03/04 no UA 06/03/04 06/03/04 " R.P. 06/03/04 no UA 06/03/04 06/03/04 13 RF 06/23/04 no UA 06/23/04 06/23/04 " RE 06/23/04 no UA 06/23/04 06/23/04 15 ERI 06/23/04 no UA 06/23/04 06/23/04 16 FRI 06/23/04 no UA 06/23/04 06/23/04 " INS 06/29/04 no UA 06/29/04 06/29/04 18 INS 06/29/04 no UA 06/29/04 06/29/04 19 DWS 07/07/04 no UA 07/07/04 07/07/04 20 DWS 07/07/04 no UA 07/07/04 07/07/04 21 ROOF 10/18/04 no UA 10/18/04 10/18/04 22 ROF 10/18/04 no OR 10/18/04 10/18/04 STATUS o I o I o I I o I o o o I o I o I o Page kshutto $736.98. CLIENT: PROFESSlONAL SOLAR PRODUCTS Data, September 28. 2000 Page: 2of3 1lI;S1IS.,~MtlS-lMIS.5G"'8GS..SQS1ISGS.SO"r!.Oli"$G!I.SG:lI"'50"S()S>-SG:\,'J;O$.SQWGi!$.iS as'$o..ItQ~S3Sls<J90l!lGSo-!GSa5GS.$q".QS-$(l""!I(l5'tS(;to$OS4CJSotaS-~s' l'- ., l. X. US-O-Of'S-04-03-T I i ~SGS <!l SGS U.S. Testing Company Inc, Report No" .146118 I ; ~ ~ Date: September 28, 2000 ~ t CLIENT: PROFESSIONAL SDLAR PRODUCTS Page: 3 of 3 · I I l RfSUlTS: The l.!ltimate Ie>ad was 1200 pounds. The mode of failure was the wood~crew t ! withdrawing from the 2 x 4- in the roof section_ Ii lo\ it". II- ._... i: :, ~ ~, End of Report t ~. i i, f Ii I 'oil I I I I i 1 1 i i f I :1 I .~ ~ il i I .1& I .f ~ 9. ~ i I ~ ' _~ Momb.. of th, SGS Group 1$0,,"6 G'n6rol.. de Sur",iII.noe' . . I ;, !l.~s.S:Q5.S0"JQS.sa.$40~Q50i4~Gs.:tCJ$.f1a'.t-Oa.SGS.SClS.SOS.S~S.SI)"SOll'"Il'WGfi'lso...(ls.sa...I1....$QS>SG..Sa...5Q$.'es-JQ..frnorCl~SGS.SCJ'$_s- COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4a <...5- += ~ '- \ d \J \z, (f) s; ( \ \ TJs-t VY\ '-~ Y"'-t'3 ( Q \<..j - ~ N ~\ \ ~ \ \'>\:V> ,.. . =~-\;;j\.\4--, , \ e:> '0..'--1.. Q..1 Y"\ ok Y.ut i "'--', "'> ~\J\U ~'" l~ V\.) " d , R) ~-c...,c<:~ ~fl.^\)I.~ ~-"I When corrections have been made, call for re-inspection at 303-234-5933. Date: b., <--04 ~ Inspector DO NOT REMOVE THIS NOTICE COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: 16624 ~ BUILDING INSPECTION LINE - (303-234-5933) Date: 1/6/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: BURKE MUNGER Property Address: 4025 FIELD DR Contractor License No. : 21847 Company: Burke Munger Phone: 420-9253 Phone: 420-9253 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $125,000.00 $1,473.95 i. (.' $959.07/c( ,,}\ $1,500.00 $3,933.02 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ri 98 ordin~nfs, for work under this ermit. (OWNER)(CONTRACTOR) SIGNED' t--'\tV r-... DATE I 01F /:) Total: Description: SINGLE FAMILY ADDITION Use: .-- U \\.rc') --w) .-t Itj,(.c' C_'rd '-I, (' (: C L 'i')'I,C"1 hI. tr::;,co 1./6. 'i';" BUILDING DEPARTMENT USE ONLY Sningelll11mental: Approval: TRC Zoning: R.1 Bullftl'tig C(lttu:nents: Approval: DM P\lblic w.Q1ilii; Comm.nts: Approval: SIC: Sq. Ft. : ADDITION MUST BE MINIMUM OF 15' FROM SOUTHERN PROPERTY LINE Occupancy: Walls: Roof: Please Note: 1/~er I contractor is responsible for locating property lines and constructing improvements accordmg to th,~ roved plan and required development ,:anda.ds. app .bl ,. . t' In',,-n. ,.. The Cit is not responsl. e ,or :nJ.ccura L: j., I.. ..,:, submi~ted within the plan set and )~y ,CCi'5:;:'i';" . ,~"rc'r~ rcsultiog from ir.EC'~;>'" 'l1!0;--' I' Stones~.. . , Kesloentlal Units: OK PER RED LINES. Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval :. (1) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pro diing with successive phases of the job. (6). T is u~~rmit or the" approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the ovi 0"7 T r~ding codes or any other ordinance, law, rule or regulation Chi'ef BUildii:::tor Please sign Terms and Conditions on reverse side of page. g~. '" Building Permit Application lile:/I/EI/wwwrooVcitydevlbuilding_permit_application.htm (1 012) [7/2/200210:22:41 AM] i,iwr.:f;T "j- J'iT::\,'! 0-- i:;'.T.T)i"7;1= (.\1'") C:CiD ?)f1nU:',iT qr.;R ,,-..7 . )'~~':':J c ' '; .... '/::h,i) Building Permit Application file:/IIEI/wwwrooVcltydevlbuilding_permit_application.htm (2 of 2) [7/2/2002 10:22:41 AM] Residential Worksheet Address: 40ZS ni \ d. D--. Zoning: (2., \ Lot Size:~. 3!>, lOD sq. ft. Property in the flood plain? ~o Lot Width: ':t ~Z ft. Proposed Lot Coverage: (Total) % "" ~,j25 sq. ft. Existing Improvement(s): sq. ft. House: t.221 sq. ft. sq. ft. Shed: sq. ft. sq. ft. At~ached Garage: 3eo sq. ft. sq. ft. ~tp,e~sq.ft. :. \ % 3,bl.ao sq. ft. N c; \5 S \5 S R IS S ~~o S Is.l R ~So Maximum Lot Coverage: 25 Proposed Improvements: House: Addition to House: I, I ~O Shed: Detached Garage: Required Setbacks: FR 3\) Provided Setbacks: FR II< SU Maximum Height: ~ ft. Maximum Size: -+ B, ,ZS sq. ft. .., "?, S' Proposed Height: - '";) ft. Proposed Size: '!> '01. 0 , sq. ft. Access Notes For one and two-family dwellings, the first 25' of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. eil!:.~ ~uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any /prope~ line, except when used as joint access for two or more lots. rdential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. QPe-and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet /'apart, measured from the interior edges. , ~1I uses, one access point per property is permitted. Landscaninl! Notes For one-and two- y dwellings, one tre for every 70 feet of street frontage is required. 100% ofth ont yard and 25% of the enf e lot must be landscaped rior to issuance ofC.O. trees provided: May 30, 2003 lrerracon Mr. Burke Monger 4025 Field Drive Wheat Ridge, Colorado 80033 10625 Wesll-70 Frontage Road North, Suite 3 Wheat Ridge. Colorado 80033 (303) 423-3300 Fax: (303) 423-3353 Re: Geotechnical Engineering Report Proposed Single-Family Residential Addition 4025 Field Drive Wheat Ridge, Colorado Terracon Project No. 25035141 INTRODUCTION Terracon has completed geotechnical engineering exploration for the proposed addition to the single-family residence located at 4025 Field Drive in Wheat Ridge, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: . subsurface soil and bedrock conditions. . groundwater conditions. . foundation design and construction. . lateral earth pressures. . floor slab design and construction. . drainage. The recommendations contained in this report are based upon the results of field and laboratory testing, engineering analyses, and experience with similar soil conditions, structures and our understanding of the proposed project. PROPOSED CONSTRUCTION Based on the information provided, we understand that the project will include the construction of an addition to the southwest corner of the existing single-family residence. The addition will consist of a two-story structure with a full depth basement and will utilize wood frame construction and brick veneer surfacing. Maximum wall and column loads are anticipated to be relatively light. It is also our understanding that the existing residence and a previously constructed addition are supported on a spread footing foundation system. Arizona. Arkansas. California. Colorado. Georgia. Idaho. Illinois. Iowa. Kansas. Kentucky. Minnesota. Missouri Montana. Nebraska. Nevada. New Mexico. North Carolina. Oklahoma. Tennessee. Texas. Utah. Wisconsin. Wyoming Consulting Engineers & Scientists Since 1965 www.terracon.com Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 Terracon SITE EXPLORATION Field Exploration: One test boring was drilled on May 16, 2003, to a depth of about 25 feet below existing site grade. The boring was drilled adjacent to the footprint of the proposed addition. The boring was advanced with a truck-mounted drilling rig utilizing 4-inch diameter, solid-stem auger. The boring was located in the field by pacing from property lines and/or the existing structure. The accuracy of the boring location should only be assumed to the level implied by the method used. A lithologic log of the boring was recorded by the field engineer during the drilling operations. At selected intervals, samples of the subsurface materials were taken by driving a ring barrel sampler. Penetration resistance measurements were obtained by driving the ring barrel sampler into the subsurface material with a 140-pound hammer falling 30 inches. The penetration resistance value is a useful index to the consistency, relative density or hardness of the material encountered. Groundwater measurements were made in the boring at the time of site exploration and one day after drilling. Laboratory Testing: All samples retrieved during the field exploration were returned to the laboratory for observation by the project geotechnical engineer, and classified in accordance with the Unified Soil Classification system. Samples of bedrock were classified in accordance with the general notes for Rock Classification. At that time, an applicable laboratory testing program was formulated to determine engineering properties of the subsurface material. Following the completion of laboratory testing, the field descriptions were confirmed or modified as necessary. Selected soil and bedrock samples were tested for the following properties: . Water content . Dry density . Grain size . Plasticity index . Expansion The test boring record, results of laboratory testing, and general notes for the site are attached. 2 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon SUBSURFACE CONDITIONS Geology: Surficial geologic conditions at the site, as mapped by the U.S. Geological Survey (USGS) ('Lindvall, 1978), consist of Colluvium of Upper Holocene Age. These materials, as mapped in this area, are generally on the order of 5 feet in thickness. Bedrock underlying the surface units consists of the Denver and Arapahoe Formations of Paleocene and Upper Cretaceous Age. These formations within this area have been reported to include claystone, siltstone and sandstone, interbedded within lenticular beds of tuffaceous sandstone and pebble conglomerate. The finer-grained units within the formations contain montmorillonitic clays that produce high to very high swelling pressures when moisture content is elevated. The thickness of these units has been reported to be on the order of 300 to 900 feet. Mapping completed by the Colorado Geological Survey eHart, 1972) indicates the site is located in an area of "High Swell Potential." Potentially expansive materials mapped in this area include bedrock, weathered bedrock and colluvium (surficial units). Soil and Bedrock Conditions: As presented on the Log of Boring, fill materials consisting of claystone were encountered to a depth of about 8 feet below the existing ground surface. Sandstone and claystone bedrock were encountered underlying the fill materials and extended downward the full depth of exploration of approximately 25 feet. Field and Laboratory Test Results: Field test results indicate that the claystone fill materials are medium stiff to stiff in consistency and the underlying bedrock materials varied from firm to very hard in hardness. Laboratory test results indicated that the claystone fill materials and sandstone bedrock exhibited a low expansive potential at their in-situ moisture contents. The claystone bedrock should be considered to be moderately to highly expansive. Water soluble sulfate testing on the fill materials indicated a negligible value of 0 mg/I. Groundwater Conditions: Groundwater was encountered at a depth of about 21 feet below existing site grade in the test boring at the time of field exploration. When checked one day after drilling, groundwater was measured at a depth of about 11 feet below existing site grade. These observations represent groundwater conditions at the time of the field 1Lindvall, Robert M., 1978, Geologic Map of the Fort Logan Quadrangle. Jefferson, Denver and Arapahoe Counties, Colorado, United States Geological Survey, Map GO-1427. 2Hart, Stephen S., 1972, Potentially Swelling Soil and Rock in the Front Range Urban Corrido,. Colorado, Colorado Geological Survey, Sheet 2 of 4. 3 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon exploration, and may not be indicative of other times or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions. Based upon review of USGS maps ('Hillier, et ai, 1983), regional groundwater beneath the project area is expected to be encountered in unconsolidated alluvial deposits on the site at depths ranging from 10 to 20 feet below present ground surface. Zones of perched and/or trapped groundwater may also occur at times in the subsurface soils overlying bedrock, on top of the bedrock surface or within permeable fractures in the bedrock materials. The location and amount of perched water is dependent upon several factors, including hydrologic conditions, type of site development, irrigation demands on or adjacent to the site, fluctuations in water features, seasonal and weather conditions. The possibility of groundwater fluctuations should be considered when developing design and construction plans for the project. ENGINEERING ANALYSES AND RECOMMENDATIONS Geotechnical Considerations: The site appears suitable for the proposed construction. However, approximately 8 feet of fill was encountered within the boring drilled at the site. We do not possess any information regarding whether the fill was placed under the observation of a geotechnical engineer. We assume that the fill was placed during original construction of the residence. Based upon the field penetration resistance values, in-situ dry densities and the laboratory consolidation test data, it is our opinion that the existing fill is considered to be low expansive. However, the fill exhibits very low bearing capability, therefore, the fill should not be used for support of foundations without complete removal and/or recompaction. At the time of this report, it is our understanding that the existing residence is constructed with a crawl space supported on a spread footing foundation system. It is also our understanding that full depth basement construction will be incorporated into the final design for the addition. Based on the results of the exploration at anticipated foundation depth, T erracon concludes that the use of a narrow spread footing foundation system constructed on the sandstone bedrock materials would be appropriate for the site. If, subsequent to this report, the existing residence is found to be supported by a different foundation system, the conclusions and recommendations presented herein must be reevaluated. As mixing of foundation systems is generally not recommended, it is suggested that every effort be made to determine the existing building's foundation system prior to construction to prevent 'Hillier, Donald E.; Schneider, Paul A., Jr.; and Hutchinson, E. Carter, 1983, Depth to Water Table (1976-1977) in the Greater Denver Area. Front Range Urban Corridor, Colorado, United States Geological Survey, Map 1-856-K. 4 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon possible redesign during construction. If final design plans indicate that the footings will bear above a depth of 8 feet below existing site grade, the existing claystone fill should be removed and recompacted. As an alternative, the footings could be extended to bear on the sandstone bedrock. For full depth basement construction of the addition, careful consideration should be considered when developing design and construction plans for the addition to prevent the undermining of the foundation bearing soils supporting the existing residence. An experienced contractor should be contacted regarding any temporary shoring or bracing that may be required during construction. Underpinning of the existing foundation may be required, depending on the structural connection between the addition and the existing residence. Slab-on-grade is generally considered acceptable when bearing on non- to low expansive fill or sandstone provided that some movement can be tolerated. If no or little movement can not be tolerated, consideration could be given to using a structural floor system. Design and construction recommendations for the foundation system and other earth connected phases of the project are outlined below. Foundation Systems: Due to the presence of non- to low swelling soils on the site, spread footing foundations bearing upon the sandstone bedrock materials are recommended for support of the proposed addition. The footings may be designed for a maximum bearing pressure of 2,500 pounds per square foot (psf). In addition, the footings should be sized to maintain a minimum dead load pressure of 800 psf. The design bearing pressure applies to dead loads plus 1/2 of design live load conditions. The design bearing pressure may be increased by 1/3 when considering total loads that include wind or seismic conditions. In order to maintain the minimum dead load pressure, it may be necessary to design and construct a system of grade beams and isolated footing pads. To maintain the minimum dead load pressure on footings, a minimum 4-inch void space should be provided beneath the grade beams between footing pads (if utilized). Footings should be proportioned to reduce differential foundation movement. Proportioning on the basis of equal total settlement is recommended; however, proportioning to relative constant dead load pressure will also reduce differential settlement between adjacent footings. Total movement resulting from the assumed structural loads is estimated to be on the order of 1 inch. Differential settlement should be on the order of 1/2 to 3/4 of the estimated total movement. Additional foundation movements could occur if water from any source infiltrates the foundation soils; therefore, proper drainage should be provided in the final design and during construction. 5 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon It is recommended that the proposed addition be constructed structurally independent of the existing residence. The influence and interaction of existing and proposed footings on the foundation soils should be evaluated and taken into account in the design of the proposed structure. Care should be taken during construction to avoid affecting the foundation of the existing structure. This may require shoring of excavations adjacent to existing foundations to protect the structural integrity of the existing building. Footings, foundations and masonry walls should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. The use of joints at openings or other discontinuities in masonry walls is recommended. Foundation excavations should be observed by the geotechnical engineer. If the fill or bedrock conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Basement Construction: Groundwater was encountered at a depth of about 21 feet below existing site grade in the test boring at the time of the field exploration. When checked one day after drilling, groundwater was measured at a depth of about 11 feet beiow existing site grade. Therefore, full-depth basement construction is considered acceptable on the site, provided a minimum separation of 3 to 5 feet is maintained between the finished basement elevation and the groundwater surface. Perched groundwater may occur at times since the subsurface soils are relatively impermeable and tend to trap water. Completion of site development, including installation of landscaping and irrigation systems, will likely lead to perched groundwater development. To reduce the potential for perched groundwater to impact foundation-bearing soils and enter the basement of the addition, installation of a perimeter drainage system is recommended. The drainage system should be constructed around the exterior perimeter of the basement foundation and sioped at a minimum 1/8 inch per foot to a suitable outlet, such as a sump and pump system. The drainage system should consist of a minimum 4-inch diameter perforated or slotted pipe, embedded in free-draining gravel, placed in a trench at least 12 inches in width. The edge of the trench should be sloped at a 1:1 slope beginning at the bottom outside edge of the footing. The trench should not be cut vertically at the edge of the footing. The drainage system should consist of a properly sized, perforated pipe that is embedded in free-draining gravel and placed in a trench at least 12 inches in width. Gravel should extend a minimum of 3 inches beneath the bottom of the pipe and 6 inches above the pipe. The system should be underlain with a polyethylene moisture barrier that is sealed to the 6 Geotechnical Engineering Report Terracon Proposed Single-Family Residential Addition Terracon Project No. 25035141 foundation walls and extended to at least the edge of the backfill zone. The gravel should be covered with drainage fabric prior to placement of foundation backfill. Lateral Earth Pressures: For soils above any free water surface, recommended equivalent fluid pressures for unrestrained foundation elements are: . Active: Cohesive soil backfill (on-site claystone fill) .................................................... 55 psf/ft Cohesionless soil backfill (processed sandstone and imported fill) ................. 35 psf/ft . Passive: Cohesive soil backfill (on-site claystone fill) ..................................................275 psf/ft Cohesion less soil backfill (processed sandstone and imported fill) ...............350 psf/ft Undisturbed bedrock .... ...... ... ..... ... ... ... .... ... ... ... ............ .......... ....... ... ... .... .....400 psflft . Coefficient of base friction ....................................................................................0.35 *The coefficient of base friction should be reduced to 0.30 when used in conjunction with passive pressure. Where the design includes restrained elements, the following equivalent fluid pressures are recommended: . At rest: Cohesive soil backfill (on-site claystone fill) .................................................... 70 psf/ft Cohesionless soil backfill (processed sandstone and imported fill) .................50 psf/ft The later<31 earth pressures herein do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. Additional recommendations may be necessary if submerged conditions are to be included in the design. Fill against foundation and basement walls should be comp<3cted to a minimum of 95 percent of maximum dry density and within 2 percent of optimum moisture content determined by the standard Proctor (ASTM D698). Comp<3ction of each lift adjacent to foundation walls should be accomplished with h<3nd-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures which could result in wall movement. Seismic Considerations: The project site is located in Seismic Risk Zone I of the Seismic Zone Map of the United States as indicated by the 1 997 Uniform Building Code. Based 7 .' Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon upon the nature of the subsurface materials, Soil Profile Type "Sc" should be used for the design of structures for the proposed project (1997 Uniform Building Code, Table No. 16-J). Floor Slab Design and Construction: Due to the presence of non- to low expansive fill or sandstone bedrock at anticipated floor elevation, slab-on-grade construction is considered acceptable provided that some movement can be tolerated. Movement on the order of up to 1 inch or more is possible should the subgrade materials supporting slabs become elevated in moisture content. If movement cannot be tolerated, consideration should be given to using a structural floor system. Based on the results of the exploration, it is anticipated that the floor slab will most likely be constructed on the existing fill materials. The existing fill materials should not be allowed to dry out significantly prior to slab construction. For structural design of concrete slabs-on-grade, a modulus of subgrade reaction of 100 pounds per cubic inch (pci) may be used for floors supported on existing or engineered fill consisting of on-site fill. A modulus of 200 pci may be used for floors supported on non- expansive imported fill or the sandstone bedrock. Additional floor slab design and construction recommendations are as follows: . Positive separations andlor isolation joints should be provided between slabs and all foundations, columns or utility lines to allow independent movement. . A minimum 1Y:>-inch void space should be constructed above, or below non-bearing partition walls placed on the floor slab. Special framing details should be provided at doorjambs and frames within partition walls to avoid potential distortion. Partition walls should be isolated from suspended ceilings. . Control joints should be provided in slabs to control the location and extent of cracking. . Interior trench backfill placed beneath slabs should be compacted in accordance with recommended specifications outlined below. . If moisture sensitive floor coverings are used on interior slabs, consideration should be given to the use of barriers to minimize potential vapor rise through the slab. . Floor slabs should not be constructed on frozen subgrade. 8 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 Terracon . Other design and construction considerations, as outlined in Section 302.1 R of the ACI Design Manual are recommended. Additional Design and Construction Considerations: Exterior Slab Design and Construction: Compacted subgrade or existing fill materials will expand with increasing moisture content; therefore, exterior concrete grade slabs may heave, resulting in cracking or vertical offsets. The potential for damage would be greatest where exterior slabs are constructed adjacent to the addition, existing residence, or other structural elements. To reduce the potential for damage, we recommend: . exterior slabs be supported on fill with no, or very low expansion potential. . strict moisture-density control during placement of subgrade fills. . placement of effective control joints on relatively close centers and isolation joints between slabs and other structural elements. . provision for adequate drainage in areas adjoining the slabs. . use of designs which allow vertical movement between the exterior slabs and adjoining structural elements. Corrosion Protection: Results of soluble sulfate testing indicate that ASTM Type I Portland cement is suitable for all concrete on and below grade. However, if there is no, or minimal cost differential, use of ASTM Type II Portland cement is recommended for additional sulfate resistance of construction concrete. Foundation concrete should be designed in accordance with the provisions of Section 318, Chapter 4, of the ACI Design Manual. Surface Drainage: Positive drainage should be provided during construction and maintained throughout the life of the residence. Infiltration of water into utility or foundation excavations must be prevented during construction. Planters and other surface features, which could retain water in areas adjacent to the residence or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the residence, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 5 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. Downspouts. roof drains or scuppers should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving. Sprinkler systems should not be installed within 5 feet of foundation walls. 9 Geotechnical Engineering Report Proposed Single-Family Residential Addition Terracon Project No. 25035141 T erracon Landscaped irrigation adjacent to the foundation system should be minimized or eliminated. GENERAL COMMENTS We have appreciated being of service to you in the geotechnical engineering phase of this project, and are prepared to assist you during the construction phases as well. If you have any questions concerning this report or any of our testing, construction observation, design or consulting services, please do not hesitate to contact us jIdt/ Sincerely, T~~/L Randolph G. Carri, E.I.T. Staff Engineer Attachments Copies to:Addressee (3) 10 M e m ~ ~ 5 " z o u ;;; ~ w ~ ;;: " ; ~ M o ~ N m m w is r w ~ o m LOG OF BORING NO. 1 Page 1 of 1 CLIENT Mr. Burke Monger SITE PROJECT Wheat Ridge, Colorado Addition to Single Famil Residence 4025 Field Drive SAMPLES TESTS --' .5 - <!J ~ 0 .. 3: dc. 0 DESCRIPTION '" ,.: w - --' ::i' .5 ZI 0 '" '" ,..: I- -I- is w >- '" w - Z Z "-<!J '" I I en w > en "'w Zz =-- '- CL I- en '" w 0 :;: WI- => Ow Worn <( CL 0 ::i' CL 0 0 ~z >- 0", 5:(I)TI'O '" "''\3 wc.....ro Approx. Surface Elev.: 100 It w en => >- w --' :;:8 ZI- *8655 <!J 0 => Z I- '" '" Dc. =>en ~ FILL, CLAYSTONE TO SILTY - I~ CLAYSTONE, medium stiff to stiff, light = IX olive brown, moist MH 1 RS 12 9/12 31 87 +0.6/ - - 500psl - 2 RS 12 6/12 34 87 +0.1/ 5 500psl = 8 92 -= SILTY SANDSTONE, line to medium = grained, medium hard to very hard, brown, - 3 RS 11 50/11 25 98 +0.8/ moist to wet 10 500psl .y: = -= - - - 4 RS 9 50/9 15 - :: -= - 5 RS NR 50/1 20 'l -'- ~ 23 77 ~ CLAYSTONE, with sand, lirm to medium = ~ 25 hard, dark olive brown, moist 75 - 6 RS 12 50/12 25 Stopped boring at 25 leet The stratification Jines represent the approximate boundary lines between soil and rock types: in.situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, It BORING STARTED 5-16-03 W L 'l 21 WD .y: 11 5/17/2003 lrerracon BORING COMPLETED 5-16-03 W L 'l l' RIG CME 55 FOREMAN SF WL APPROVED MEA JOB# 25035141 <f'. 2 0 8 6 4 2 ~ '--- ~ 2 '-. ! 4 6 8 z ;;: '" t- V! -" << ~ 100 1,000 10,000 10' PRESSURE, pst ~ 8 ~ ~ o " z o ~ '" w ~ Yd, pcf WC,% 87 31 Specimen Identification . 1 2.0ft Classification FILL, CLAYSTONE Notes: ~ ~ " ~ ~ ~ N Z ~ '" ~ 00 ~ o 00 z o " " ~ lrerracon CONSOLIDATION TEST Project: Addition to Single Family Residence 4025 Field Drive Site: Wheat Ridge, Colorado Job #: 25035141 Date: 5-27-03 1 2 0 8 .1 61 I I 4 2 v 2 .~ ". 4 6 8 '" z ~ f- en -' <( ~ 100 1,000 10,000 10' PRESSURE, psi M Q ~ N ~ ~ o ~ z o " ~ ~ w ~ Yd, pcf WC,% 87 34 Specimen Identification . 1 4.0ft Classification FILL, CLAYSTONE Notes: ~ ~ ~ " g N Z ~ ~ ~ ~ o ~ z o " " ~ lrerracan CONSOLlDA TION TEST Project: Addition to Single Family Residence 4025 Field Drive Site: Wheal Ridge, Colorado Job #: 25035141 Date 5-27-03 1 2 0 8 6 I i i 4 2 - '----.. ~ "e 2 4 6 8 1 'if. z <( '" e- rn --' '" ~ 100 1,000 10,000 10' PRESSURE, psf M ~ ~ ~ ~ c " z o ~ ~ w ~ Classification SILTY SANDSTONE Yd, pef WC,% 98 25 Specimen Identification . 1 9.0ft Notes: ~ ~ " ~ ~ c ~ N Z ~ ~ ~ ~ o ~ z o u u ~ lrerracDn CONSOLIDATION TEST Project: Addition to Single Family Residence 4025 Field Drive Site: Wheat Ridge, Colorado Job #: 25035141 Date: 5-27-03 . 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W Z .o:=: N cn<D~ en Cl ~ E >- 0 ~:J c.> <t ..J :I: en ..J "' <( "' ll. W 0:: 0::: 0:: 0 '" 0 ~ W . '" "' l- e: '" '" 0 0_ ",e" :;:;J:: :iE ~ '" 0 "'f- .0 .- ~ f-O .- ~ , <t ~~ .~~~ u.. .- ,., -"'II . 0.0 0 ~(J)(/) W ~ '" ;;; , .2 ~~ .~ l: ...J VJ "iij - - .._r-- C) ~ :a _<Xlr-- ~ ~"'"' Z .~ Q. , ""<D~ 1:: ,.,00 en .. ~~~ a. cf-f- M , ~UJUJ 0<(<( - mU"O c 522 .2 I -"" ::; " '" Q) n; '0 I- l- ._ u ~~ r-- :2-.iLci " ~ " "' .. ,:. U .J: " -'" N Q. U; " ;0. N " .~ 0 <l " ",10 t: 2~ ::> '" '" " c -roc. '" a. ~O > ' c 0 C c .~ cii <:-8 00 0 Z ~ 0 e c lD ~ :;::; ON " " ~ '" -'" >11. u ro ~ f/) ~ ::J O:J ZZ :;; U)CI)..oc W rJ>~~ ili !l: U""":NM 0 z GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1_'/8" 1.0., 2" 0.0., unless otherwise noted ST: Thin-Walled Tube - 2" O.D., unless otherwise noted RS: Ring Sampler - 2.42" 1.0., 3" O.D., unless otherwise noted DB: Diamond Bit Coring - 4", N, B BS: Bulk Sample or Auger Sample HS: PA: HA: RB: WB: Hollow Stem Auger Power Auger Hand Auger Rock Bit Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch 0.0. split-spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". For 3" O.D. ring samplers (RS) the penetration value is reported as the number of blows required to advance the sampler 12 inches using a 140- pound hammer falling 30 inches, reported as "blows per foot," and is not considered equivalent to the "Standard Penetration" or uN-value" . WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WCI: Wet Cave in DCI: Dry Cave in AB: After Boring WS: WD: BCR: ACR: While Sampling While Drilling Before Casing Removal After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non-plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation"coarse-grained soils are defined on the basis of their in-place relative density and fine-grained soils on the basis of their consistency. FINE-GRAINED SOILS COARSE-GRAINED SOILS BEDROCK (RS) (SS) IRS) (SS) Relative IRS) (SS) Blows/Ft. Blows/Ft. Consistency Blows/Ft. Blows/Ft. Densitv Blows/Ft. Blows/Ft. Consistency <3 <2 Very Soft 0-6 <3 Very Loose < 30 <20 Weathered 3-4 2-3 Soft 7-18 4-9 Loose 30-49 20-29 Firm 5-9 4-6 Medium Stiff 19-58 10-29 Medium Dense 50-89 30-49 Medium Hard 10-18 7-12 Stiff 59-98 30-49 Dense 90-119 50-79 Hard 19-42 13-26 Very Stiff > 98 >49 Very Dense > 119 > 79 Very Hard > 42 > 26 Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Terms of Other Constituents Trace With Modifier Percent of Dry WeiQht < 15 15-29 > 30 Maior Component of Sample GRAIN SIZE TERMINOLOGY Particle Size Boulders Over 12 in. (300mm) Cobbles 12 in. to 3 in. (300mm to 75 mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION RELATIVE PROPORTIONS OF FINES Descriptive Terms of Other Constituents Trace With Modi'fiers Percent of Drv WeiQht <5 5-12 >12 Term Non-plastic Low Medium High Plastlcitv Index o 1-10 11-30 30+ lrerracan UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using laboratory TestsA PI plots on or above "A" line PI plots below "A" line Liquid limit. oven dried Liquid limit - not dried Primarily organic matter, dark in color, and organic odor For classification of fine-grained /' , soils and fine-grained fraction /' - ;:~~:~S:f-~:'~~~~: soils I / ~.$ ~~~ ;' ~ r;. 0~e Horizontal al Pl=4 to LL=25.5. 1/ ;' ,,/; ~ ~ ~ ei~~~~!l~~~~~~~::"LI// 'v~o'/ -nn=-~ / /10'" /' /' 0" /', , v'" 1/, vV V ML or OL I Coarse Grained Soils More than 50% retained on No. 200 sieve Gravels _ More than 50% of coarse fraction retained on No.4 sieve Gravels with Fines More than 12% finest Clean Gravels Less than 5% finest Sands 50% or more of coarse fraction passes No.4 sieve Clean Sands Less than 5% fineso Sands with Fines More than 12% fineso Fine-Grained Soils 50% or more passes the No. 200 sieve Silts and Clays Liquid limit less than 50 inorganic organic Silts and Clays Liquid limit 50 or more inorganic organic Highly organic soils ABased on the material passing the 3-in. (75-mm) sieve Blf field sample contained cobbles or boulders, or both, add ~with cobbles or boulders, or both" to group name. cGravels with 5 to 12% fines require dual symbols: GW-GM well graded gravel with silt, GW-GC well graded grave! with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay. DSands with 5 to 12% fines require dual symbols; SW-SM well graded sand with silt, SW-SC well graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay (030)2 ECu = 060/010 Cc = 010X 060 F If soil contains;;:: 15% sand, add "with sand" to group name. Glf fines classify as CL-ML, use dual symbol GC-GM, or SC-SM. 60 50 ~ X 40 W 0 ~ >- 30 e- O >= UJ 2f) << -" 0- 10 7 4 tin",!' 0/ o 10 16 2f) 30 40 LIQUID LIMIT ILL) lrerracon_ Cu ~ 4 and 1 :s; Cc :s; 3E CU < 4 and/or 1 > Cc > 3E Soil Classification Group Symbol Group Name8 GW Well graded gravelF GP Poorly graded gravelF GM Silty graveIF.G... GC Clayey gravejF-G.H SW Well graded sand' SP Poorly graded sand' SM Silty sandG....' SC Clayey sand",H.' CL Lean c1ay"-1-M ML SiltK.l.M OL Organic c1ay~.L."',N Organic silt~,l,M,o CH Fat clayK.1-'" MH Elastic siltK.l,M OH Organic c1ayK.L....'P Organic silt....l,M.o PT Peat Fines classify as ML or MH Fines classify as CL or CH Cu ;;:: 6 and 1 s: Cc s: 3E CU < 6 and/or 1 > Cc > 3E Fines classify as ML or MH Fines classify as CL or CH PI> 7 and plots on or above "An JineJ PI < 4 or plots below "A" lineJ Liquid limit - oven dried Liquid limit - not dried < 0.75 < 0.75 Hlf fines are organic, add ~with organic fines~ to group name. I If soil contains;;:: 15% gravel, add ~with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL.ML, silty clay. Kif soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel,~ whichever is predominant. L If soil contains;;:: 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains;;:: 30% plus No. 200, predominantly gravel, add "gravelly" to group name. Npl ;::: 4 and plots on or above "A" line. a PI < 4 or plots below "A" line. PPI plots on or above "A" line. a PI plots below "A" line. / I --!- -_ni- I MH or OH 50 80 110 90 100 60 70 ROCK CLASSIFICATION (Based on ASTM C-294) Sedimentary Rocks Sedimentary rocks are stratified materials laid down by water or wind. The sediments may be composed of particles or pre-existing rocks derived by mechanical weathering, evaporation or by chemical or organic origin. The sediments are usually indurated by cementation or compaction. Chert Very fine-grained siliceous rock composed of micro-crystalline or cryptocrystalline quartz, chalcedony or opal. Chert is various colored, porous to dense, hard and has a conchoidal to splintery fracture. Claystone Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Soft massive and may contain carbonate minerals. Conglomerate Rock consisting of a considerable amount of rounded gravel, sand and cobbles with or without interstitial or cementing material. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other materials. Dolomite A fine-grained carbonate rock consisting of the mineral dolomite [CaMg(CO,),]. May contain non-carbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCl). Limestone A fine-grained carbonate rock consisting of the mineral calcite (CaCO,). May contain non-carbonate impurities such as quartz, chert, clay minerals, organic matter, gypsum and sulfides. Reacts with hydrochloric acid (HCl). Sandstone Rock consisting of particles of sand with or without interstitial and cementing materials. The cementing or interstitial material may be quartz, opal, calcite, dolomite, clay, iron oxides or other material. Shale Fine-grained rock composed of or derived by erosion of silts and clays or any rock containing clay. Shale is hard, platy, of fissile may be gray, black, reddish or green and may contain some carbonate minerals (calcareous shale). Siltstone Fine grained rock composed of or derived by erosion of silts or rock containing silt. Siltstones consist predominantly of silt sized particles (0.0625 to 0.002 mm in diameter) and are intermediate rocks between claystones and sandstones and may contain carbonate minerals. , lerracon ROCK CLASSIFICATION (Based on ASTM C-294) Metamorphic Rocks Metamorphic rocks form from igneous, sedimentary, or pre-existing metamorphic rocks in response to changes in chemical and physical conditions occurring within the earth's crust after formation of the original rock. The changes may be textural, structural, or mineralogic and may be accompanied by changes in chemical composition. The rocks are dense and may be massive but are more frequently foliated (laminated or layered) and tend to break into platy particles. The mineral composition is very variable depending in part on the degree of metamorphism and in part on the composition of the original rock. Marble A recrystallized medium- to coarse-grained carbonate rock composed of calcite or dolomite, or calcite and dolomite. The original impurities are present in the form of new minerals, such as micas, amphiboles, pyroxenes, and graphite. Metaquartzite A granular rock consisting essentially of recrystallized quartz. Its strength and resistance to weathering derive from the interlocking of the quartz grains. Slate A fine-grained metamorphic rock that is distinctly laminated and tends to split into thin parallel layers. The mineral composition usually cannot be determined with the unaided eye. Schist A highly layered rock tending to split into nearly parallel planes (schistose) in which the grain is coarse enough to permit identification of the principal minerals. Schists are subdivided into varieties on the basis of the most prominent mineral present in addition to quartz or to quartz and feldspars; for instance, mica schist. Greenschist is a green schistose rock whose color is due to abundance of one or more of the green minerals, chlorite or amphibole, and is commonly derived from altered volcanic rock. Gneiss One of the most common metamorphic rocks, usually formed from igneous or sedimentary rocks by a higher degree of metamorphism than the schists. It is characterized by a layered or foliated structure resulting from approximately parallel lenses and bands of platy minerals, usually micas or prisms, usually amphiboles, and of granular minerals, usually quartz and feldspars. All intermediate varieties between gneiss and schist and between gneiss and granite are often found in the same areas in which well-defined gneisses occur. llerracon ROCK CLASSIFICATION (Based on ASTM C-294) Igneous Rocks Igneous rocks are formed by cooling from a molten rock mass (magma). Igneous rocks are divided into two classes (1) plutonic, or intrusive, that have cooled slowly within the earth; and (2) volcanic, or extrusive, that formed from quickly cooled lavas. Plutonic rocks have grain sizes greater than approximately 1 mm, and are classified as coarse- or medium-grained. Volcanic rocks have grain sizes less than approximately 1 mm, and are classified as fine-grained. Volcanic rocks frequently contain glass. Both plutonic and volcanic rocks may consist of porphyries that are characterized by the presence of large mineral grains in a fine-grained or glassy ground mass. This is the result of sharp changes in rate of cooling or other physico-chemical conditions during solidification of the melt. Granite Granite is a medium- to coarse-grained light-colored rock characterized by the presence of potassium feldspar with lesser amounts of plagioclase feldspars and quartz. The characteristic potassium feldspars are orthoclase or microcline, or both; the common plagioclase feldspars are albite and oligoclase. Feldspars are more abundant than quartz. Dark-colored mica (biotite) is usually present, and light-colored mica (muscovite) is frequently present. Other dark-colored ferromagnesian minerals, especially hornblende, may be present in amounts less than those of the light-colored constituents. Quartz-Monzonite and Grano-Diorite Rocks similar to granite but contain more plagioclase feldspar than potassium feldspar. Basalt Fine-grained extrusive equivalent of gabbro and diabase. When basalt contains natural glass, the glass is generally lower in silica content than that of the lighter- colored extrusive rocks. 1 lerracon LABORATORY TEST SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Used to evaluate the potential strength of subgrade soil, Pavement Thickness Ratio subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Consolidation Used to develop an estimate of both the rate and amount of Foundation Design both differential and total settlement of a structure. Direct Shear Used to determine the consolidated drained shear strength Bearing Capacity, of soil or rock. Foundation Design, and Slope Stability Dry Density Used to determine the in-place density of natural, inorganic, Index Property Soil fine-grained soils. Behavior Expansion Used to measure the expansive potential of fine-grained Foundation and Slab soil and to provide a basis for swell potential classification. Design Gradation Used for the quantitative determination of the distribution of Soil Classification particle sizes in soil. Liquid & Plastic Limit, Used as an integral part of engineering classification Soil Classification Plasticity Index systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Permeability Used to determine the capacity of soil or rock to conduct a Groundwater Flow liquid or gas. Analysis pH Used to determine the degree of acidity or alkalinity of a Corrosion Potential soil. Resistivity Used to indicate the relative ability of a soil medium to carry Corrosion Potential electrical currents. R-Value Used to evaluate the potential strength of subgrade soil, Pavement Thickness subbase, and base course material, including recycled Design materials for use in road and airfield pavements. Soluble Sulfate Used to determine the quantitative amount of soluble Corrosion Potential sulfates within a soil mass. Unconfined To obtain the approximate compressive strength of soils Bearing Capacity Compression that possess sufficient cohesion to permit testing in the Analysis for unconfined state. Foundations Water Content Used to determine the quantitative amount of water in a soil Index Property Soil mass. Behavior , lerracon Allowable Soil Bearing Capacity Alluvium Aggregate Base Course Backfill Bedrock Bench Caisson (Drilled Pier or Shaft) Coefficient of Friction Colluvium Compaction Concrete S/ab-on- Grade Differentia/ Movement Earth Pressure ESAL Engineered Fill Equiva/ent F/uid Existing Fill (or Man-Made Fill) Existing Grade REPORT TERMINOLOGY (Based on ASTM 0653) The recommended maximum contact stress developed at the interface of the foundation element and the supporting material. Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. A layer of specified material placed on a subgrade or subbase usually beneath slabs or pavements. A specified material placed and compacted in a confined area. A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. A horizontal surface in a sloped deposit. A concrete foundation element cast in a circular excavation which may have an enlarged base. Sometimes referred to as a cast-in-place pier or drilled shaft. A constant proportionality factor relating normal stress and the corresponding shear stress at which sliding starts between the two surfaces. Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or cliff. The densification of a soil by means of mechanical manipulation A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used as a floor system. Unequal settlement or heave between, or within foundation elements of structure. The pressure exerted by soil on any boundary such as a foundation wall. Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Materials deposited throughout the action of man prior to exploration of the site. The ground surface at the time of field exploration. , rerracon Expansive Potential Finished Grade Footing Foundation Frost Depth Grade Beam Groundwater Heave Lith%gic Native Grade Native Soil Optimum Moisture Content Perched Water Scarify Settlement Skin Friction (Side Shear) Soil (Earth) Strain Stress Strip Subbase Subgrade REPORT TERMINOLOGY (Based on ASTM 0653) The potential of a soil to expand (increase in volume) due to absorption of moisture. The final grade created as a part of the project. A portion of the foundation of a structure that transmits loads directly to the soil. The lower part of a structure that transmits the loads to the soil or bedrock. The depth at which the ground becomes frozen during the winter season. A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Subsurface water found in the zone of saturation of soils or within fractures in bedrock. Upward movement. The characteristics which describe the composition and texture of soil and rock by observation. The naturally occurring ground surface. Naturally occurring on-site soil, sometimes referred to as natural soil. The water content at which a soil can be compacted to a maximum dry unit weight by a given compactive effort. Groundwater, usually of limited area maintained above a normal water elevation by the . presence of an intervening relatively impervious continuous stratum. To mechanically loosen soil or break down existing soil structure. Downward movement. The frictional resistance developed between soil and an element of the structure such as a drilled pier. Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks, and which mayor may not contain organic matter. The change in length per unit of length in a given direction. The force per unit area acting within a soil mass. To remove from present location. A layer of specified material in a pavement system between the subgrade and base course. The soil prepared and compacted to support a structure, slab or pavement system. , rerracon Inspection Services Division BuDdin. Plan Review Comments l\ddrcss: 4025 Field Drive Owner: Munger SFD Addition December 11, 2003 Contractor: Owner Occupancy: R/3 Valuation: $125,000 Project: Date: 1 ~rovide pad footing calculations to verify sizing per soils report. 2/ Sheet S1.2 - Storage area framing above garage to be design for 40 pst loading due to being decked, 2x8's will not meet this requirement. 3.-1 provide a complete electrical plan, including electric service location, size. 4./ Show existing furnace and waterheater location and sizes. 5./ Provide window sizes and types and door sizes on plans. 6(" Provide manufacturers specifications on new fireplace. 7/ Provide 36-inch landing at all new exterior door locations. 8./ Provide a detail for one-hour fire resistive garage I house separation. 9>;/ Label garagelhouse doors as solid core 20-minute fire rated assemblies. 10YF>rovide crawl space ventilation infonnation. 11.vPJOvide crawl space and attic access locations and sizes. 12vi'rovide attic ventilation sizing and locations. Please make these additions or corrections to the submittal and resubmij for review, if you have any questions please contact me at 303-235-2853. Th~, ~ Darin MO~BO Codes A:~tor :31 z- C;t-flUCJ Jf\AJ ~t 1/11 1f- f\ IS () Z. ,,?iJ1 l? z... fl "-L HAc. h."'i. J (l5~"S(t'YIS - ~1.1C's' 1) "~~~~~ ---- DOSSEY & SUDIK STRUCTURAL ENGINEERS December 22, 2003 Mr. Burke Munger 4025 Field Drive Wheat Ridge, Colorado RE: Building Department comments Ibr the Residence Addition at 4025 Field Drive, Wheat Ridge, Colorado Dear Mr. Munger; This office has reviewed the comments provided by the Wheatridge Building Department pertaining to the structural issues. A response to the comments has been provided below. A TIle STORAGE FLOOR JOISTS The attic storage area located directly over the existing garage will need to be framed using 11 7/8" TJI Pro 150 at 12- inches D.C. in order meet the requirements of 40 Ibs per square lOot live load as noted in Comment #2. See revised 2'" floor framing plans (Sheet S 1.2). FOUNDATION CALCULATIONS The Ibundation pad calculations have been submitted per Comment #1. See Attached. Please contact this office if you require further assistance. Sincerely, P;\ProjeotsIMunger AdditionlBuilding Dcpt Commcnts.doc Bean .18 (Column 1) Bean #17 (Coh.mns 2 & 3) ~ BEARING PLATE SIZE 13" ADJ (1x6) MAX BEARING PRESSURE I MIN BEARING PRESSURE UVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE [1-:;;. 13-#5 STEEL EACH WAY WEIGHT OF PAD PAD DIMENSION REQUIRED TOTAL LOAD BEARING PRESS. DEAD LOAD BEARING PRESS. FOOTING (OK/NOT) M1N ~ BEARING PLATE SIZE 13" AD) (1x6) MAX BEARING PRESSURE I MIN BEARING PRESSURE lIVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE 11'-G" 8 2=1 -~ 1'-4" "~ji;.,_,=,IN 8 8 326.25 1.21 1629.9 849.9 OK OK 8 ~I -~ 0'-11" ~ STEEL EACH WAY 13-#5 WEIGHT OF PAD PAD DIMENSION REQUIRED TOTAL LOAD BEARING PRESS. DEAD LOAD BEARING PRESS. FOOTING (OKINOT) MIN 0.82 1697.5 834.0 OK OK SQUARE PAD DESIGN Z5lIO 800 . ....1 ~J BEARING PLATE SIZE 13" AD) (4lc6) MAX BEARING PRESSURE I MIN BEARING PRESSURE LIVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE I~ 2=1 lBS lBS STEEL EACH WAY WEIGHT OF PAD 1'-5" p:j;~1!Ii.~~~~~IN 11'~. 8 13-#5 8 326.25 PAD DIMENSION REQUIRED 1.35 TOTAL LOAD BEARING PRESS. DEAD LOAD BEARING PRESS. FOOTING (OK/NOT) MIN Fi 2028.3 1037.4 OK OK lIVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE lBS lBS .=""'ftllOIN ;~trl'iE5lse ... FT STEEL EACH WAY WEIGHT OF PAD PAD DI BEARING PRESS. BEARING PRESS. (OKINOT) 145. 145.0 OK DECREASE PAD SIZE SQUARE PAD CALC PROGRAM Page 1 SQUARE PAD DESIGN Beam 19 (Column 1) Beam tR (0lIumn 2) PROJECT' OJECT NAME BY ~ BEARING PlATE SIZE I.- (116) MAX BEARING PRESSURE MIN BEARING PRESSURE UVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE 8 Z:I -~ 1'-8" . 12'-0" STEEL EACH WAY 1345 WEIGHT OF PAD PAD DIMENSION REQUIRED 1.58 TOTAl LOAD BEARING PRESS. DEAD LOAD BEARING PRESS. FOOTING (OKINOT) MIN 1561.3 834.0 OK OK UVE POINT L DEAD POINT L PAD SIZE (GUESS PAD DEPTH PAD SIZE -~ 1'-11" ION REQUIRED l' Al LOAD BEARING PRESS. lOAD BEARING PRESS. FOOTING (OKINOT) MIN 17 . 731.5 OK DECREASE P 2!lIlO 800 ii ... .. ~~ BEARING PlATE SIZE I.- (5ll6J MAX BEARING PRESSURE I M1N BEARING PRESSURE UVE POINT LOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE 8 Z:I lBS lBS 1'-5" IN 8 8 402.7777778 STEEL EACH WAY WEIGHT OF PAD 1345 PAD DIMENSION REQUIRED 1.39 TOTAl LOAD BEARING PRESS. DEAD LOAD BEARING PRESS. FOOTING (OKlNOT) 1734.4 879.8 OK OK 2500 800 UVE POINT lOAD DEAD POINT LOAD PAD SIZE (GUESS) PAD DEPTH PAD SIZE FT REQUIRED LOAD BEARING PRESS. LOAD BEARING PRESS. NG (OKINOT) 145.0 145,0 OK DECREASE PAD SIZE SQUARE PAD CAlC PROGRAM Pagel ~ . I li}I~~ IlIjI; .... ii' - -- -- -- ~ ;: Iii P ;: Iii ." .1 ~ I ~ ~ t ~~ I. Iii Ii . ~ Ii ll} .. i1i :t I - .... ... ...- .... z .... ~ I~ II I Ie ~j r( ....~.P.E. ^""".....~...... 2SlIll ... ~=I ell:: 11.285 17.41313 ell:: 10.49C3 28.3l9\3 L__ - ... 1:1:: 1.1l221ll3 4.727IlII2 - ... 1=1 1:;:: ..."... 0IlMlII 0IlMlII 0IlMlII 2SlIll ... ':1 WEOOT 1 1043 ~J WlFOOT - WlFOOT ...".... -.. WAlL laTA!. I.lW) DEAD I.lW) - BOO 1'=1 c:;= 9.973333 23.74187 . _I 100 WlFOOT ~2S29..t11 ~"""'11 c:;= 4.1924 7_ 1ll13/2llO3 - ~T I :1,447. ~INCIES IaiiilINCHES 5.912367 f~ Ii . 2500 100 I =1 WlFOOT 1081.111 1001.111 r:;:: 3.82 1f.2ll2li F'i'Jl!;'.t~'!f:;1IIIn 100 1:=1 WlFOOT - - c:;:: IIlMlI - I- /I 11 )ANEAN 07/09/93 $80. 92-211 I DATE FEE J08# ________~,___ MORTGAGE CO. (TX MORTGAGE 4025 FIELD DR. LANG BORROWERS NAME LAN D SURVEYING AODRESS 5460 WARD ROAD. SUHE 160 ARVAOA, COLORADO 80002 (303) 420-4788 IMPROVEMENT LOCATION CERTIFICATE I I LEGAL DESCRIPTION IPEn CLIENT I -l I l.OT 4. BEL -,li RE CDUNTY OF JEFFEF<SDt-1 STATE OF coum,\I)(I L _I "\ S'" 11 ~ \. 1- , -. =><!..::o.... e. :.... '-t'::>L" 'I) .~ j) (~ Lo.-...-\: ~. G ) . '" ,,' c...,=., (>0.1 \y 'I' I' n -j .....\ ,~\ - ut\JE..L -o..'-'C~ t.4J~~ According to nlY interpretation of Colorado law, a boundary survey is recomended. On tile basis of my knowledge, Information and belief, I hereby certify thatthls Improvement location certificate WBS prepal ed for CTX /NJRTGAGE ... /~' .thal It Is not a Land Survey rl", or Improvement Survey Plat. and that It Is nol 'fa be relied u 0;:, for the stabllshment of fence. - blJlldlng, or other futl Ire improvement lines. I further certify that tI Improvement on the aba e described parcel on th) date, except ulilily connections, are entirely within the boundar: es of the parcel except as 51 own, that there are no ener ehments lIpOIl lhH described premises by Improvements on an adjoining premls s, except as ndleated, and that there Is no a parent evid8'llr;e Uf sign of any easement crossing or burdening ny part of said reel, exezp as noted. \","\\111111111111 "NOTICE: According 10 Cotorado law you mus commence any t ,gal scflon ~~h<<i4~'f..ei~#ot'r thts 8urvey wlth~ three yenrg nftof )-'()II f,rst cIrSCOVC~ sllch defect. In nf? event. may Bny Act n based upon 8/ defect t1~. !:.If.~t~b!.QQfj~);~~9 more than ton years (mm 111('1 (lillc> (If file cerllflCatlon shown hereon. ~ ~ ."~"l. \ M. /~"-.;""')...", ';.;.. ~ C'.;:j ",~'\'" 14/,.,'c>'-;:' ::t c..3."~ ~(,,"..-; ::::.0 \:1"'.-=:' :..: :cr: z: n:t: . . ~-;'I~ ., 7.S.'J.. ,. .. 1 or Fl.q!?ert M. Hayden, L.S. 27261J ':":;.. .11.. ." ..,'.~..> '"" J' e. ,0 c'.. , 'h 1<9 ......... "7. -, ,.; '" '~'I I.' II . " '/1///1'_ " \\,\' 1/1/11"11:1\\\\;\\\ It Is my Interpretation that the above described properly .t'~",~____Ioca'odwiU.na 100 year nood hazard boulldaJy based on Foderal Emmqency Managemenl ~I~ Flood Insurance nale Mops Daled .-L'1.::...'l!.!_.? r' .tto'3 'iu 1('( Q(!lJ rc.- L.c>',-- ~2 P . SQUARED, INC. 7731 South Estes Street L1l1leton. CololOdo 110123 973 2244 ur + U:~ I","' elf 6uHml I "!I~'1 c...'IC . ..... , ,.,.... Ol! O<..'''l..... . P.~"',~.... '.(1).")1..... .....,; -, l" 'jii b ",0 ""'".r ~ I, t I } ~ c;l ;>, I"-~' .. !"LA~"["'. 0(0 HOUS' .. . .. .i! Ii .. ~ . , . K t:;.y U f.H.J? I N'p,uri!- 1'R.ti~J;1 ZfJ03 fiJ.(t,-RfU1If,I"o " ,~~,s:o ~ Lor 'I II '" '0 J> 'c', 'r> . , ,'./00 ... suo ''ILARt!.t/II<lJT of' MOUSE I httl.by ctl1rty thlllhia Impro"l'l'Ien11oc.tion c.ftillc..~. was pep.red lor th. soltl 6"'d e.ctuti~ UilS 01 J.!LIEIC. FIRSt ~l:__. .____u ,Iha Impfov.m.nlIOCllllon being baud Dn 1M pre\,/iol.J,lt fecOfded lUlLCf 8E.l.=eJ<<~__ -..--.-.---- AS fQ:)~un1~f.O e.lt otY"A.~ _ I tul1h., certlly Ihal Ih. improvement' on th. abOve deSCllbed peru'l on Ull'~ dilllllJ "S[,r .II, t'll1 _. e'Ctpt utility tDnnectiun, a'6 enllrely whhln Ih, bounda,itS ollh' pare.I. 'lIe.pl .a thown, Ihal Ih.,. .re nu un(ftI,tl:.htl'tf,lfl "f"J'1 11'1 dlScnbtd pftm1lu b'l' improve"","'S On any adjoining premises, except al Indicated. and 'Ilt' theft " no evidence Or ,i~n 01 In.,. lastmenl CIOUif'\lll l.I' Lv,(ld.. ,( .ny part 01 Uld p.tcal, II(Cep1 I' nOleel. Tni, ImprovlmlnlIOC;J,hO,' Uftlltc.t. may not, and ShOuld nol be; considered a:. evid.rtClng Ihe Irue tJimenl\!Ont III b<)vn(l;)f,~! ollhe sublecl prupl;I.1y at no boundarl.. Of Monuments were &11 upon IIld Pfoper1i. All Ii.. WII' ."ad8 horn l.iSling tonlruf TI\,. Impf01/8m"'11 ll'(;al,(Jh [.11 hI .t, II m.d, IN II'. un 01 In, Ilndef lor ban purpote' only and ,_ nol to I), .-.II~ upon IOf lotaling lene.. Itl\et (Jf olhl' new impII;...tlUltnls, The pllIPO'. ollhi. ;f'r"'~vo!n,~". \oCation cer1lhCIII It 10 IOClle lmpro....menlt upon uld Droper1___ and'or ,how Iny vl,ibh, .",emenls or encroactlmtlll' Tnll impro....monl k)c.III,)Il ';l';J{,lirt\11t U0I\ MI purVOr1 to tll.bh,h lhl boUr\dilry Ii.'. oltaid prope'tv, lEGAk.QESCRIPTlON /..or'1, BEL-I\IRE, JEfF~R50M COUNTY, COU)R~OO NOTE: IJqr WITtllN FLOOD PLAIN ~MUNITY 'aB5o'/'lMAP. SB DATE: 11~/8~ IMPROVEMENT LOCATION CERTIFICATE ~ll; ,". /00' t I' ~ 30' Q.~!E.; "'018 - 8"1 JOB: .. (lX)ut.>tJ\S) ..:.:.".:," ',' }I' ::,::~:~.:r:):~..... -: ,. \.\ ""~. l;,.r:", i , ,~ ,. ,,; .~... ~.-;,.. ~". t~"r. ..'.. .,~ro. l'f,:{' ~ ,. .4:.1 .... . [I /, '....'S~ :: ti '. ~7.'k :g" l: .":....:: ~~if.' .-.,:"'.?- ~ <.H... . .' n:";"::' ~ ,'-'1 _III ,ill ....." ~" ~..:v~AL......t'\ 'b"lJ $'" "/I~~P l A" \) \'~~ 'IWnlHmrrr"~I.\~--- .- IJO.ol.5 FIE-LD DR. \J~('AT RIDGE, CO. \ ....6- r GtUans !;;ll..\..&~lt'lCQBP-9~R Architecture, Engineering l\.. Surveying 8471 Turnpike Drive, Suite 200 Westminster, CO 80030 1303) 426.173\ IMPROVEMENT LOCATION CERTIFICATE Address: Borrower(s): Title search by: Commitment No.: Legal Description: PER CLIENT ]."14. B El.-,\IR E. t 'ounl,. of J~FFI;RSON Stntt' t,r c\)f ,OR. \[)O 4025 FJELD DR MUN(;ER t'J"te: llnk's,s. 0lherwise n('lled. lot lines are hased on apparent R.O.W.s and occupied lines. On the basis of my knowledge. information and belief I hereby certify thallhis improvemenllocation certificate was prepared for CONSUMER FUI~DING SERVICES Job Number: Fee: under my "llpervjsjC'n and Ll-jat it is r.ot & Lar1':! Survey Pbl or lr.:p;o\'~ment Survey PI ~L and that it b not to be (clied upon for the cSlnhlishmcllt of fence. building. or other future impro\'l~menllines. I further certify that the improvements on the atxwe described parcel on this dale. except utility connections and fences and landscaping, are entirely within the boundaries of the parcel. except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or ~si.gQ".o..L,\,:.ny _casement crossing or burdening any part of said parcel. except as noted. "Notice: According to Colorado Law )'ou musl commence allyJnfa\'~on~~,uptln any defect ~n this ~ey within three years after you first.disc~\"er such defect. I~ no event. may any action based u~~~y~e!ecl" i~"th;~ ~\Ii::~~" .~,m~~...;:":\.~wr~e'1~~.r'!'frrn1!he<bJrNwc-ertlficaTJnnsh01.\Tl~n ,4",:" .' \ "'\ ;:<-" -., \ J ri :: I"!; i >. .; '" '., '~ : :1~ . I I .. .. . . -< ~. . '. .(. f)/ ~_. _.' ,',' T./6-'?] t';t t" ........', '.' D..\TF ',",' ",.1 \ I _~- -\~~........... 4486.1999 $ 10500 ~ II t, ~ Census, Tract No.: -J I't I.. ; of z... I --6- , \ I I I 'j o () o "II '" 0illans G~lb~JN~~.~QR&IEQ 8471 Turnpike Drive, Suite 200 124 Main Street, Suite 211 Architecture, Engineering l\. Surveying Westminster, CO 80030 (303) 426-1731 Dillon, CO 80435 (970) 262-6795 IMPROVEMENT LOCATION \ \ \ \. \ \ \ \ ff ~ S \0 ./) \ \ \ , \ [jJ \ , \ \ I I I , 82t G~"rJ 1401l.$.t ~ 1. .... ~ - , - ~ ,., 'IJ /to. 00 -. 5,4~ET 2 o~!.. .]'8 it. 11'186 - '1~ CERTIFICATE / ..)L:\ L{- I ''-fU \ \ \ \. ,;'.) t ",0 '\)<J-'), I , 0' / :0 \c' ,'0('1 (. \~" 0' -~...;;-",-......~-.............'\..\.. ,/"'" '\ v.. _,"-,>-"\)\) HLI;rSf(~' " ,?~'\~' ..~"h"n~ /1(0 ,'~' //r'~' ~..\.I\u{~,,~~~ " v /-Ie:.:>>,.."'" c~} ". I' ,..) 'c,- ....... ..,." : ~20()/13 -: .. -I. t... .. 0::: . 0> 0'" . " 0"' .."ff ~~~I:. ......... ~ ")\' IOSAl l~\I~~ .