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Home My WebLink About4135 Ingalls Street♦�A Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE J No one available for inspection: Time AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A .i CITY OF WHEAT RIDGE, Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: _� -� f�(r- 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.,Ilwww.ci.wheatridge.co.uslinspection Date: 4J " Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE �/- Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE - t Inigpection Type: - Job Address: i t Permit Number:'.-. ' -L i Kz-Lor_ i'''ce: Ae'uc ❑ No one available for inspection: Timel—I t AM/PM Re -Inspection required: Yes (No When corrections have been made, ch uie for re -inspection online at; http://www.ci.wheatridge.co.uslinspe tion) Date// zZazMspector CITY OF WHEAT RIDGE . Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 1 o ((a Permit Number: ZgL<19 w ❑ No one available for inspection: TimAM/PM Re -Inspection required `Yes No When corrections have been made, sch dale for re -inspection online at: http://www.ci.wheatridge.co-uslinspe ron,� � . 1* ► � i City of Wheat Ridge '/� Residential Electric PERMIT - 202002244 PERMIT NO: 202002244 ISSUED: 10/30/2020 JOB ADDRESS: 4135 Ingalls St EXPIRES: 10/30/2021 JOB DESCRIPTION: Replaced the overhead riser & wire to the existing panel - replaced existing meter base with a 200amp lever bypass meter base, installed main grounding system *** CONTACTS *** OWNER (928) 691-0489 PRICE BRIAN SUB (303) 400-4321 EDWARD JUESCHKE 021943 SJO ELECTRIC LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 21250.00 FEES Total Valuation 0.00 Use Tax 47.25 Permit Fee 93.35 ** TOTAL ** 140.60 *** COMMENTS *** *** CONDITIONS *** Must comply w/ 2018 IRC & 2020 NEC . Subject to field inspection. I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications, applicae building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Electrical Service Change/Upgrade Permit Application Date: Thursday, October 29, 2020 3:00:50 PM Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Residential Commercial? Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 4135 Ingalls Street Brian Price CONTRACTOR INFORMATION Contractor Business SJO Electric, LLC Name Contractor's License 021943 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 Email Address 19181Cal818109 •A info@sjoelectric.com Retype Contractor info@sjoelectric.com Email Address DESCRIPTION OF WORK Is this an electrical change service upgrade or change? Number of Amps 200 Location of House upgrade/change (garage, house, etc) Provide additional Replaced the overhead riser & wire to the existing panel - details, If needed. replaced existing meter base with a 200amp lever bypass meter base, installed main grounding system Project Value (contract 1500.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work 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. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Heather Robinson Permit Email not displaying correctly? View it in your browser. ♦��o CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:!'I Job Address:fi 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: h ttp://www. ci. wheatridge. co. us/inspection Date: Inspector:`"?.. DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -- Job Address: 44 1(4-�� Permit Number: ❑ No one available for inspection: Timet, AM/PM Re -Inspection required: ;" No When corrections have been made, s6fiedule for re -inspection online at: httpYlwww.ci.wheatridge.co.uslinsp tion 4)t` Z Date: h speta i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE f t Inspection Type: 2nr :� Job Address: Ln2, 445 Permit Number: ❑ No one available for inspection: Time AMZPM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www, ci. wheatridge.co. us/inspection Date: /0-1--. =' Inspector: A7' DO NOT REMOVE THIS NOTICE City of Wh6atPj.,d A9 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 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. Project Address: r I3�i 0VL12 �..r 5 Permit #: ZU �_o o0e `/ General Contractor: 0dy�12 j?iric D 15/ vl, Electrical Sub -Contractor CompanyNamc:S,0 r,(D !\cu SLC Phone#: State License #: CC. 0()o Uac,�Sf Master #: W C . M ZS140I4 Whe�►t1 ge License (required field) i0 ZGZ0 Signatu ! of u �orized gent Date Plumbing Sub -Contractor Company Name: Phone #: State License th Master Wheat Ridge License #:_ (required field) Signature of Authorized Agent Date Mechanical Contractor Company Name: Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date � 44, CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: (�� , /Ir._ pill Permit Number: c%'' �= c J �' D psi C, q i ❑ 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: �-J Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 3p" k� --r q- "t Job Address: �fN"-,P��`� a� Permit Number: CJ ❑ 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.cL wheatridge. co. uslinspection Date: _� � 10 , o�(3) u Inspector: f DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: )p ' < \,) Job Address: L Permit Number: ❑ No one available for inspection: Time 11 s AM/PM Re -Inspection required: Yes No' When corrections have been made, schedule for re -inspection online at: http.I www.ci.wheatridge.co.usfinspection Date:' s Inspector: " DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: LA. l ► -1 L; `- Permit Number: "A :._ > �(! /� -t ; i 1_0 ❑ No one available for inspection: Time AM/PM Re -Inspection required: 401 No, When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. uslinspection Date: u 00-0 Inspector: -.-. DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE -.A Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type- CC(' � P � \ Job Address: knc,p Permit Number: J No one available for inspection: Time AM/PM Re -inspection required: Y,e$ No When corrections have been made, schedule for re -inspection online at: httpYlwww.ci. wheatridge.co. uslinspection Date: ' --I - .? __� - �- vc) I- inspectprl--D DO NOT REMOVE THIS NOTICE City of Wheat Ridge Homeowner Addition PERMIT - 202000194 PERMIT NO: 202000194 ISSUED: 02/18/2020 JOB ADDRESS: 4135 Ingalls St EXPIRES: 02/17/2021 JOB DESCRIPTION: Homeowner addition of mudroom connecting home to garage, addition of deck with trex decking. Square footage: 500 (250 is addition only) *** CONTACTS *** OWNER (928)691-0489 PRICE BRIAN *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA 1 Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 28,105.00 FEES Total Valuation 0.00 Plan Review Fee 317.23 Use Tax 590.21 Permit Fee 488.05 ** TOTAL ** 1,395.49 *** COMMENTS *** *** CONDITIONS *** I, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. If professionals are hired, those contractors are licensed with the City of Wheat Ridge and are listed on the permit. NOTE: Consultations and inspections will only be performed with the homeowner of record present. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. Landscaping removed or damaged during construction must be replaced prior to final inspection. Prior to issuance of a CO, 2 tree(s) shall be planted within the front setback. In addition, no less than twenty-five percent (250) of the gross lot area and no less than one hundred percent (1000) of the front yard shall be landscaped. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Homeowner Addition PERMIT - 202000194 202000194 4135 Ingalls St Homeowner addition with trex decking. ISSUED: 02/18/2020 EXPIRES: 02/17/2021 of mudroom connecting home to garage, addition of deck Square footage: 500 (250 is addition only) 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 oyVner of th property and am authorized to obtain this permit and perform the work described and approved in conjunction with this perm It further est that 1 am le ally authorized to include alI entities named within this document as parties to the work to be per formeo "and that p work to be performed is disclosed in this document and/omits° acc9mpanying approved plans and specifications. 4e_ nature of tNVNER or CONTRACTOR (Circle one) Date 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. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. If this permit expires, a new permit may be required to I obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. No work of an manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 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. The issuance or gr ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any appNable code or" ordinance or regulation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. v City of �COMMMUNITY Wheat d e DEVELOPMENT Building & Inspection Services 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: d112- 9/2-02-0 Plan/Permit # Plan Re/vim Fee: S�'r�2-f:7 -� -2 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: n S Ga 71 Properly Owner (please pricnt): �(L(�}n) Y t'LI CC �� Phone' 9Zd 6 %/OC%'� g Property Owner Email: Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: 54MI City, State, Zip: ArchitectfEngineer: � 4, -rl PPS ArchitectfEngineer E-mail: eh+i20et- e �' Lr n-0' Cori Phone: (30,3)LIZO 5D20 T - Contractor Name: OA/ Ar YL X014_0 City of Wheat Ridge License #: Contractor E-mail Address: For Plan Review Questions & Comments (please print): Phone: CONTACT NAME (please print): PrL, c c Phone: 9 2E Cfl-�i i tz�L-t $ IT CONTACT EMAIL(p/ease print); Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: P1, 14 P/Z 0 Mechanical: W. R. City License # W. R. City License #�3 ,/�,v lIt I W.R. City License # Other City Licensed Sub: Other City Licensed Sub: (tea ®� City License # City License # -720 5Y2- 4'27o ❑COMMERCIAL XRESIDENTIAL 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. AoP1T10'-J 'F- A%uP loots C0N/V9Zj7&J 6 f{®M T� Gr`42iF�c 63©6O 'FAAmIAn) r- ,A--;IeNlR I "ap MA-T-e't{I4 C.., wooa S1 D"-6 MA-tiHf-j G IPL-1M)0fl0 I,---rM% 02 LJ/—LLS-- Aitcz,� Q (NY L PL/}a k. V L Z)DA N C_ —C2EX tT`1 Lj GIC l •-► b!�► �>� f (^fill �N�f'��-�' L�rv� r�r-I� � u�oPr� ��STZM'✓R- "t -r)4 Z y l () woy p I=tJoaR��tn Sq. FULF -:"i f4 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) $ Z 51L 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. CIRCLEONE: (OWNER) (CONT �R) o THORIZEDREPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): n DATE: ( / a 4D Printed Name• ZONING COMMMENTS: OCCUPANCY CLASSIFICATION:1� V-�q� wooer" ud►! i�uilt be 52,Paruk- pwwwfi Reviewer 2lf112o2c'� CONSTRUCTION TYPE: BUILDING DEPARTMENT COMMENTS_ -1 Reviewer: 2 -3 -?0 /JkLk - �� ffSU• "� PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation:?j-z 4 GS $ti4 N M_ARTIlNjMARTIN CONSULTING ENGINEERS January 27, 2020 Brian Price Price Properties LLC. 928.691.0489 Email: brianspaint@email.com -z9--2-0zv 0�-6060/9Z/ Re: Wheat Ridge Sanitation District —4135 Ingalls St Martin/Martin, Inc Project No.: 17.0633 Dear Mr. Price, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District's Consulting Engineer, offers the following in response to the site plan received January 22, 2020, concerning a proposed addition to the existing house at the above referenced address. The Wheat Ridge Sanitation District has no objections with the proposed development conditional on the items identified herein are fully addressed. The following are general requirements for sanitary sewer service. Rules, Regulations and Standards of the District must be complied with at all times. The subject lot appears to be entirely within the service and boundary area of the Wheat Ridge Sanitation District. Treatment of sewage generated within the Wheat Ridge Sanitation District is provided by Metro Wastewater Reclamation District. Existina District Sanitary Sewer Mainline(s) Wheat Ridge Sanitation District has the following sanitary sewer mains in the vicinity of the proposed property: • 8 -inch mainline running south to north, east of the referenced property within Ingalls Street. It appears the property may be serviced by gravity flow; however, the owner/developer is responsible for determining horizontal locations and vertical depths of the existing sanitary sewer main(s) and potential conflicting utilities, to verify if service and gravity flow is feasible or if a private individual sewage ejector (lift station) is required. The issuance of a sewer tap permit by the District does not in any way guarantee that the property can be served by gravity flow. No underdrain or storm sump pump connections to District facilities are allowed. Utility Locates It is the developer's responsibility to provide the District, c/o Martin/Martin Inc., with an ASCE Utility Quality B utility locate mapping stamped by a Colorado PE as required in Colorado Revised Statue Title 9 and ASCE 38 standards. Depending on the design, an ASCE Quality Level A supplemental survey may be required which necessitates physical contact and survey of the existing utility at crossings. All projects must meet Colorado Revised Statue Title 9 for proper notification to the Notification Association by the Developer's professional engineer. It is also the owner's responsibility to include electronic locators on all new underground facilities, including service lines up to the structure or building being served. Submit details for tracer wire and associated test stations. Proposed Addition If the proposed addition requires a water meter upsizing, the District will need to review and approve plans prior to construction. If a water meter size increase takes place, the District must be informed immediately, and appropriate sanitary tap fees must be paid prior to acceptance. In addition, the District will require review to determine if an additional service connection and associated tap fee is required. Please provide a letter from the water service provider with a determination of water meter size. It is noted that a 1 Y" line is shown as the meter line. This will require an additional tap fee. MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD. COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIMCOM Wheat Ridge Sanitation District — 4135 Ingalls St January 27, 2020 Costs All costs involved are to be deposited in advance— engineering, reviews, design, legal, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. Please be all fees are due prior to connection. A water provider letter verifying water meter sizing for all units/buildings will be required prior to a tap application completion. Full addresses of each sanitary service are also required. A tap application is available online and must be submitted to the District for review. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, I Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District Page 212 Rev. 09/2017 RESIDENTIAL Building Permit - Plan Review Worksheet Address: L((315 jq o 1 �5 Zoning: - Z Lot Size: 4, d 5q tA-6es5yV,i sq. ft. Lot Width: -7 ft. Property in the flood plain? NO If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision:Z ,e&5, T-eYV cx.C'P. Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage: qQ % 3, b- V3 . b sq. ft. Existing Improvements (footprints): House: -14 T 3 sq. ft. Shed: sq. ft. Detached garage: 2 400 sq ft. Other: sq. ft. Total Existing 213 sq. ft Lot Coverage 2-4.1 % Proposed Improvements (footprints): House/addition: _ 2-13 3 sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. — mdi-hvo ati-QcLAe5 G#V A,v v%"$e Proposed+Existing 2-1-63 sq. ft Lot Coverage 0 r 2 % w S ode s �rt1� s Required Setbacks: FR Z1 S S, S 5 R wt cis Provided Setbacks: FR 3 p S �S L(' - R �I , qq�aa ' x `fes n ri(i CLv �e For additions or new construction, is the structure within 2 feet o mi u setba ks? If yes, add surveying condition Maximum Height: ft. l Maximum Size: Proposed Height: Proposed Size: sq. ft. sq. ft. Does the bulk plane apply? (Y/N) Wo If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 — applies to all single-family structures (new, addition, accessory) in R -IC and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? l�)� If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = % increase If any box above is checked... For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L35 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY—Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) ®'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. VbA ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. U In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. P/P ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. LY -for all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) [a For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot V_ - width of driveway 11, 5 ) / 70 = 2 (round up for required trees) Street trees required: I- Street trees provided: t a- 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. AIN/Parcel ID: 39-243-04-005 PIN/Schedule: 300025928 Owner(s) PRICE BRIAN SCOTT KIMBERLY Owner Mailing Address 4135 INGALLS ST WHEAT RIDGE CO 80033 Property Address 04135 INGALLS ST WHEAT RIDGE CO 80033 Block: Lot:0002 Section: 24, Township: 3, Range: 69 Subdivision Name: INGALLS TERRACE Acres: 0.21 Sale Amount: $505,000.00 Assessor Information Treasurer Information E Subdivision Plat Search (if available) Property Photo (dick to enlarge) Zoom to 06-014 06-M 06-005 06-013 06-006 06-009 06-038 i 1 06-007 4 06-011 06-008 M 05-611 044)0805-00504-005 Z-1 05-0110 (4-007 05-006 05-009 a 9 U- 05-018 05-008 0a1 f - .41 )0700,, Jefferson CountColorado - y City of Wheat id COMMUNITY DEVELOPMENT ge Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner( Project Property: Project Type: Qd 0 1-" A/\ Notarized signature of Applicant State of Colorado } County of ss The foregoing instrument was acknowledged by me this day of J � U {� , 20Zu by c I A^ 'I?i C_'v_ Notary Publ BRYAN CHASE BARGSLEY Notary Public State of Colorado Notary ID 20164012883 My Commission Expires Apr 4, 2020 My Commission Expires 0'4 / Ut /20Z.0 x"-Acz, �- �Jty of Wheat PUdoc> CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855-f 303.237.8929 Proof of Submission for Permitting/Plan Review (Water and Sanitation only) /'2�•Z�Z(� �o.2�a� A copy of this form must be comp e1 ted by each water and sanitation/agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: Z?�L 7 Project Address: 1�3Gj' I, v&4L-es :5 4iHeItT %Upd E 60 f-063_'?_ Name of Firm/Individual submitting documents: _13 4'i P2 I GL Project Type/Description: 2-t= I QC%u T IA- L ii bQ 17-10 r•1 Signature of Firm Representative or Individual: NOT WRITE BELOW va,--,d malca>ea eelow an'7 ao, oy my -Signature N and approval oft a project indicated above. - FOR AGENCY USE ONLY , am a duly authorized representative of the agency Iwledge receipt of documents necessary for review Anency represented: (Please check one) eat Ridge Water District o Wheat Ridge Sanitation District o Consolidated Mutual Water District o Clear Creek Sanitation District o Valley Water District o Fruitdale Sanitation District o Denver Water o Westridge Sanitation District o Other /( Proof of Submission for Permitting/Plan R 0PA10t8r and q-A-nit'stion only)&,, if Application at the time of subr Applications presented for submission without a compi, 44 of Submission form from a agency will not be accepted or processed. -Jate—1 / 1'� / - 0 /9- T-7Ac h'ev DC e- Ic Signature cif Firm Repw-serytartivie, lijulydual Mdlcated--be—ImW—and do, by mysignature —6ew �w– and approval of the project indicated above. Agency repEggented, (Pfftase Check one) a Wheat Ridge Water District o Consolidated Mutual Water District Valley Water D+stnct Denver Water - FOR AGENCY USE Wheat Ridge Sanftaton Di a Clear Creek Sanitation Dis c Fruddale Sanitation DL,IK,M' Westridge Sanitation Other /. 2?- z9W 9/9/13 Directions 1. Fill in the blanks. Please print legibly. / 3 S 1 N 6 n LS 5T 2. Indicate in the check box which detail from page 4 will be used. Size ano Spacing of La 2, Y ,,y q I !j / Q (example: rxv 1IISc 4 1/2'lags� ,^ Type of decking _� Detail C (see page 4) Finished grade a <.':. : Note: Emergency escape windows are allowed to be installed under decks and porches provided N the location of the deck allows the emergency = escape window to be fully opened and provides a g path not less than 36" in height to a yard or court. to 6'8" required for walk out basements or patios. M .! t�� c 1 x4or2x6-Trex) 2xjoists spaced t6" apart (example: 2 x 10° spaced 24" apart) �( Zx i d beam (example: (2) 2 x 10 - see detail B) U2L rim joist (example: 2 x 10 -see Alternate 816 B2) --� L( x '( posts spaced •?r apart (example: 4 x 4 posts spaced 8' apart) Span (example: 13'. 4") Type of siding (existing) Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the -� International Code Council as a basic plan submittal under I �— the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. Existing bldg. 36" high guard Electrical outlet with balusters required on decks spaced so that a 4 Inch diameter m sphere cannot Approved passthrough •_— flashing rmi required Beam splices to occur over ,•, posts with 1 1/2" bearing •••'. Attach decking with non corrosive fasteners B i N ❑ Detail B ❑ Alternate Detail B1 (D ❑ Alternate Detail B2 V =Detai.I.A(see page 4) c E Conditions such as attachment to cantilevers or veneers may 00 require Engineer's approval W Detail C (see page 4) Finished grade a <.':. : Note: Emergency escape windows are allowed to be installed under decks and porches provided N the location of the deck allows the emergency = escape window to be fully opened and provides a g path not less than 36" in height to a yard or court. to 6'8" required for walk out basements or patios. M .! t�� c 1 x4or2x6-Trex) 2xjoists spaced t6" apart (example: 2 x 10° spaced 24" apart) �( Zx i d beam (example: (2) 2 x 10 - see detail B) U2L rim joist (example: 2 x 10 -see Alternate 816 B2) --� L( x '( posts spaced •?r apart (example: 4 x 4 posts spaced 8' apart) Span (example: 13'. 4") Type of siding (existing) Note: A plot plan (plan view) showing the dimensions of your project or additions and its relationships to existing buildings or structures on the property must be included. In addition to project dimensions, your plot plan must also show other details such as post locations and spacing, joist and beam spans, and any other pertinent information not shown on the section drawing. This handout was developed by the Colorado Chapter of the -� International Code Council as a basic plan submittal under I �— the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 9/9/13 41 Single Family Residential Uncovered Decks and Porches Tempered windows may be required Decking Light Door to Interior Electrical outlet 36" Min. x Stairs —.—,—• - x x rJ Joists Show post and pier size 1/4"= 1 7 Bea ms Install diagonal brace tounderside of deck Joists xoll r x x x = Show Dimension 131.0 Ln o+ N I I One n�e I AProposed I Addition I c 1"=20' I Frame v Note: Dimensions I I for 0 WalkwaLn ,r v are reference 7 o LijI purposes onlyLA I O C LA r, I i 30.0 in I 24.2 E =o I 26.0 Concrete Drive I 45.8 o Concrete G o Slab for 659.2 rV Garage N Lq I `n N ul tfj 131.0 This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2012 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. 3 41 P'_a 6 2-o as 15y DS Environmental — CONSULTING -- -- --- --- "The trusted choice for your environmental & industrial hygiene needs." LEAD-BASED PAINT INSPECTION REPORT 4135 Ingalls St, Wheat Ridge, Colorado PRESENTED TO: INSPECTED BY: Mr. Brian Price Mr. Chris Lehman 4135 Ingalls St DS Environmental Wheat Ridge, CO Cell: (720) 369-6609 briansr)aint(@Rmail.com --- Front Range 7555 W 101' Ave Mountains PO Box 6864 Suite A, Lakewood, CO 80214 Avon, CO 81620 PROJECT DETAILS: DS Job Number: 20121 Date of Inspection: September 3, 2019 Western Slope PO Box 3793 Aspen, CO 81612 Web dsconsultinginc.com Direct (303) 286-9094 Fax (303) 986-0121 Table of Contents 1.0 Introduction 2.0 Definitions 3.0 Scope of Work 4.0 Inspector & Firm Certifications 5.0 Data Interpretation 6.0 Overview of Findings 7.0 Equipment Information 8.0 Inspection & Testing Procedures 9.0 Conclusion & Recommendations 10.0 Disclaimer & Limitations 11.0 Copyright Notice APPENDIX A XRF Data Table APPENDIX B Inspector & Firm Certificates 2 1.0 Introduction Mr. Chris Lehman with DS Environmental Consulting (DS) performed a limited -scope, lead-based paint (LBP) inspection and performed in situ X -Ray Florescence (XRF) testing to determine the presence of LBP on select painted building components within the residence detailed on the cover page of this report. The purpose of the limited -scope inspection was to identify any LBP present on the building components, as defined by the client, that have recently been impacted by and/or may be impacted by renovation activities. XRF testing was conducted on the westside exterior, as interior west entry and dining room. LBP was not found on the tested components. Table 1 and Table 2 in Section 6.0 further details the materials that contain LBP and those that do not. The full table (Table 3), including all XRF readings, can be found in Appendix A. 2.0 Definitions Room Equivalent is an identifiable part of a residence, such as a room, a house exterior, a foyer, staircase, hallway or an exterior area. Lead-based Paint (LBP) is any paint having concentrations of lead greater than 1.0 mg/cm2, which is also Colorado's action level. Limited -scope means the extent of the inspection and XRF testing included in this report was limited to a subset of the entire residence, was not a lead hazard assessment, and was not a full -building inspection. No water, air, dust or soil samples were collected or analyzed to determine the respective lead concentrations. Paint is any liquid mixture, usually of solid pigment in a liquid form, used as a decorative or protective coating. This includes, but is not limited to, primer, lacquer, polyurethane, wood stain, etc. X -Ray Florescence (XRF) is a non-destructive analytical technique used to determine the elemental composition of materials. XRF analyzers determine the chemistry of a sample by measuring the fluorescent (or secondary) X- ray emitted from a sample when it is excited by a primary X-ray source. 3.0 Scope of Work The scope of the limited LBP inspection was limited to specific areas of the building defined by the client. The remaining areas within the building, garage or any out -building on the property were not included in the scope of the inspection. The limited LBP inspection did not constitute a full building inspection or hazard assessment. Additionally, there may be other components in other parts of the building that contain LBP, which were not included in the scope of this inspection and sampling. 4.0 Certifications Mr. Lehman is a Colorado State Certified LBP Inspector; having EPA Accreditation #24948. DS Environmental Consulting is a Colorado State Certified Lead Evaluation Firm, license #16918. Mr. Lehman is certified to operate the RMD LPA -1 and Heuresis Pb200i XRF Lead Paint Spectrum Analyzer by the manufacturer (see Appendix B for certificates). 5.0 Data Interpretation When evaluating the information included in this report, Wall "A" in each room is the wall where the main front entrance door to the home is located (or aligned with the street). While facing Wall "A" and going clockwise, Wall "B" will always be to the right, Wall "C" directly to the rear and Wall "D" to the left. Ceilings and floors are designated with an asterisk. If a component, i.e. baseboard, window sill, or door jamb, contains LBP in any room equivalent, then all other components that are similar in color, substrate and painting history can be assumed to be positive as well with no additional testing, regardless of their location in the structure; however, this extrapolation cannot be made the same with negative components. If a component is negative for LBP, only the components in that room equivalent can be assumed negative, additional testing must be done to similar components in each room equivalent. All walls shall be tested in room equivalents with four or less walls and a minimum of four different walls in room equivalents with more than four walls for all walls to be determined negative; however, the scope of work for a limited -scope inspection may dictate that not all walls are to be impacted; therefore, not all walls will be tested. "Please note that due to the limited nature of this inspection, only the materials included in this report, in the locations identified, have been tested and no assumptions have been made to the lead -content of similar components in other areas. All inaccessible areas are assumed to be positive, even though they were not able to be tested. These areas may not be listed in this report. 6.0 Inspection, Sampling & Analytical Procedures Table 1: Components that Contain LBP No tested components were found to contain LBP Table 2: Components that Do Not Contain LBP Re Read Room/Area Wall Structure Paint Substrate Paint Color Lead Lead Result Pond Zj 1 Exterior C Siding Intact Brick Teal -0.1 Neg Foundation Plaster/ 2 Exterior C Intact Teal 0.3 Neg Coating Concrete 3 Exterior C Door Intact Wood White 0.1 Neg 4 Exterior C Door Trim Intact Wood White/Teal -0.2 Neg 5 Exterior C Door Casing Intact Wood White -0.2 Neg 6 Exterior C Post Intact Wood White -0.1 Neg 7 Exterior C Retaining Intact CMU White 0.0 Neg wall Cap Block 8 Exterior D Retaining Intact CMU Off- White 1-0.2 Neg Wall Block 4 9 West Entry C Wall Intact Drywall White -0.2 Neg 10 West Entry D Wall Intact Drywall Blue/Grey -0.4 Neg 11 Dining Area C Wall Intact Drywall Marron 0.0 Neg 12 Dining Area C Baseboard Intact Wood White 0.1 Neg 7.0 Equipment Information LBP concentrations were obtained using a RMD Model LPA -1 or a Heuresis Pb200i XRF Lead Paint Spectrum Analyzer, which is approved by the U.S. Environmental Protection Agency (EPA) and the U.S. Department of Housing and Urban Development (HUD) to determine the concentration of lead in paint. The XRF was calibrated according to the manufacturer's Performance Characteristic Sheet (PCS). The XRF was calibrated using the calibration standard block of known 1.0 mg/cm2 lead content as well as a standard block of known 0.0 mg/cm2 lead content. Three (3) calibration reading of each block were taken before the inspection began as well as after the inspection was completed. 8.0 Inspection & Testing Procedures The LBP inspection and XRF testing were conducted by a State of Colorado accredited LBP Inspector qualified by experience, education, and training in approved LBP testing techniques. These procedures call for the visual inspection of the areas of concern and the collection of XRF readings for lead concentrations. This inspection was performed in accordance with the U.S. Environmental Protection Agency (EPA) and the U.S. Department of Housing and Urban Development (HUD) guidelines for lead -hazard inspections, as well as the State of Colorado Air Quality Control Commission Regulation No. 19 for the Control of Lead Hazards. The EPA's 40 CFR Part 745 Final Rule (January 5, 2001) set standards for the identification of dangerous levels of lead. The standards identify when lead-based paint, lead -contaminated dust, and lead -contaminated soil are hazards. It also establishes residential dust clean-up levels (post -abatement clearance levels) and set dust and soil sampling requirements. The lead-based paint readings were collected by XRF analyzation for the purpose of determining lead concentrations as mg/cm2. 9.0 Conclusions & Recommendations Concentrations of lead in paint higher than the State of Colorado regulatory levels were not identified; therefore, no further "lead safe" work practices are required when disturbing, removing or impacting the tested components. Additional testing is required if new materials are discovered or the scope of work changes. 10.0 Disclaimer & Limitations This limited -scope inspection does not constitute a comprehensive lead-based paint inspection or full lead - hazard assessment. Other areas not tested and conditions existing outside this scope of work may contain lead concentrations above the regulatory action levels. Consequently, to determine whether or n0.0ot lead-based paint exists within other areas of the building, a full lead-based paint inspection must occur. 11.0 Copyright Notice 5 © DS Environmental 2019. All Rights Reserved. This document contains material protected under Federal Copyright Laws. No part of this document or any of its contents may be reproduced, copied, modified or adapted, without the prior written consent of the author and DS Environmental. A APPENDIX A: XRF READINGS Read No. Room/Area Wall Structure Paint Cond Substrate Paint Color Lead (mg/Cm2) Result Pre -inspection Calibration — Known LBP Calibration Block Average: 1.0 PASS Pre -inspection Calibration — Known LBP Calibration Block Pre -inspection Calibration — Known LBP Calibration Block Pre -inspection Calibration — Known Negative Calibration Block Average: 0.0 PASS Pre -inspection Calibration — Known Negative Calibration Block Pre -inspection Calibration — Known Negative Calibration Block 1 Exterior C Siding Intact Brick Teal -0.1 Neg Pre -inspection Calibration — Known Negative Calibration Block Foundation Plaster/ 2 Exterior C Intact Teal 0.3 Neg Coating Concrete 3 Exterior C Door Intact Wood White 0.1 Neg 4 Exterior C Door Trim Intact Wood White/Teal -0.2 Neg 5 Exterior C Door Intact Wood White -0.2 Neg Casing 6 Exterior C Post Intact Wood White -0.1 Neg 7 Exterior C Retaining Intact CMU White 0.0 Neg wall Cap Block 8 Exterior D Retaining Intact CMU Off- White -0.2 Neg Wall Block 9 West Entry C Wall Intact Drywall White -0.2 Neg 10 West Entry D Wall Intact Drywall Blue/Grey -0.4 Neg 11 Dining Area C Wall Intact Drywall Marron 0.0 Neg 12 Dining Area C Baseboard Intact Wood White 0.1 Neg Pre -inspection Calibration — Known LBP Calibration Block Average: 1.0 PASS Pre -inspection Calibration — Known LBP Calibration Block Pre -inspection Calibration — Known LBP Calibration Block Pre -inspection Calibration — Known Negative Calibration Block Average: 0.0 PASS Pre -inspection Calibration — Known Negative Calibration Block Pre -inspection Calibration — Known Negative Calibration Block APPENDIX B: INSPECTOR & FIRM CERTIFICATES 10 Cobtado Ueparnnent of t'nbiic Health # Cototado Depmrtmen e andFnvimnment andEw4wasnewt r LEAD-BASED PAINT Lead Evaluation Firm Certificate CERTIFICATION* This certifies that f. This Certifies that DS Consulting, Inc. a Chris Lehman Certification No.: 24948£ LEF No.: 16918 has met the requirements ., 5-7-110 Air the Control has met the requirements of 25.7-1 104. C.R.S. mid Air Quality r' Control Commission 4Va1 ? N s herC.R.S.and Commission Regulation No. l9, and is herein- certified by dx state of by Regulation No. 19, and is hereby cenified by Colorado in the l'ollowing disciplines Vthe state of Colorado to perform lead-based paint evaluation J activities in the am[e ofGolontdo. Inspector* _ Issued: December0l, 2018 Issued: August 27, 2019 Expim: August 27, 202t Focpi— December OJ, 2019 x ? + •rw+wo,m..,y.eru.w«r.wr...w 7 l -idLGxi fef64.:G .r..<a..ergwe.rw..ary,amrnrrynrrpw... .1wwa�A,Pcort— MEPAIlrrorwda.tirpaWx P+dMgl..ry ' mP +Ma+v.cP,.w•.(w sEAL ,, j- >7 Pw''va.mrt+. SVAL ..r 2k �: Inspector Certification: 24948 Firm Certification: 16918 ■ v 4 S IM R d �� 3 s3E ri y v 9 I s e a r E3 �{e' V 31E 6' 1 � �� p O lt7 l0 L V d OX CL . 0 1- U e- _ d ♦ �,,i ^ v 3 O E Qi �g $ = 4 x XRF Certification: RMD LPA -1 XRF Certification: Heuresis Pb200i 10 LQ /•Z9-. Zozv :?�-, 0 6 0 l9q DS Environmental ---- CONSULTING — "The trusted choice for your environmental & industrial hygiene needs." PRESENTED TO: Mr. Brian Price 4135 Ingalls St Wheat Ridge, CO brianspaint@gmail.com Front Range 7555 W 101h Ave Suite A, Lakewood, CO 80214 ASBESTOS INSPECTION REPORT 4135 Ingalls St, Wheat Ridge, Colorado INSPECTED BY: Mr. Chris Lehman DS Environmental Cell: (720) 369-6609 Mountains PO Box 6864 Avon, CO 81620 PROJECT DETAILS: DS Job Number: 20121 Date of Inspection: September 3, 2019 Western Slope PO Box 3793 Aspen, CO 81612 Web dsconsultinginc.com Direct (303) 286-9094 Fax (303) 986-0121 Table of Contents 1.0 Introduction 2.0 Limitations of Inspection 3.0 Conclusions & Summary of Findings 4.0 Material Information 5.0 Inspector & Firm Certifications 6.0 Inspection, Sampling & Analytical Procedures 7.0 Recommendations 8.0 Asbestos Abatement & Demolition Requirements 9.0 Major & Minor Asbestos Spill Response Actions 10.0 Project Design & Project Manager Requirements 11.0 Disclaimer & Limitations 12.0 Copyright Notice APPENDIX A CERTIFICATIONS APPENDIX B LABORATORY REPORT 2 1.0 Introduction Mr. Chris Lehman with DS Environmental Consulting (DS) conducted an asbestos inspection and collected bulk - samples of suspect asbestos -containing building materials within the single-family residence detailed on the cover page of this report. The purpose of the inspection was to determine if any of the materials that were impacted or may be impacted by renovation activities contain asbestos. 2.0 Limitations of Inspection This inspection was limited in its scope and only included specific areas and materials as defined by the client. The inspection did not constitute a full -building inspection and does not fulfill the asbestos inspection requirements for structures that are to be demolished. The table below, (Table 1.0), lists the suspect asbestos -containing materials included in the scope of the inspection. It identifies the specific areas that were included in the inspection as well descriptions of the suspect asbestos -containing materials in those areas that were sampled; or materials that were assumed to contain asbestos. The suspect asbestos -containing materials listed below may be found in other areas of the building that were outside of the scope of work for this inspection and sampling. Additionally, there may be other materials in other parts of the building that contain asbestos, which were not included in the scope of this inspection and sampling. Table 1.0 Scope of Work Materials in RED are materials that contain greater than 1% asbestos or are assumed to contain >1% asbestos Materials in GREEN contain less than 1% asbestos. Materials in BLACK do not contain asbestos. Suspect Asbestos -Containing Materials Sampled Material Locations Homogeneous Area 1(PL1) plaster coating on concrete Exterior foundation around west basement windows Homogeneous Skip trowel textured plaster Main level west entry way, basement stairwell and Area 2 (PL2) dining room walls Homogeneous Area 3 (FB1) Fiberboard Exterior below brick siding Homogeneous Area 4 (TPI) Tar/rubberized vapor membrane Exterior below fiberboard and brick siding Homogeneous Area S (ECLK1) White caulking Exterior windows, doors and siding 3 Homogeneous Area 6 Homogeneous Red brick and grey mortar Exterior siding 3.0 Conclusions & Summary of Findings Sample Information ACRONYMS ACM ASSESSMENT CATEGORIES CHR- — Chrysotile 1— damaged/significantly damaged thermal system insulation ACM SUMMARY OF ACT —Actinolite 2 — damaged friable surfacing material ACM FINDINGS TR —Trace; Asbestos 3 —significantly damaged friable surfacing material ACM `j W et cted ND — None -detected 4 — damaged or significantly damaged friable miscellaneous material ACM ACM —Asbestos Containing S —ACM with the potential for damage Classification: Surfacing Material Material (>I% asbestos) 6 — ACM with the potential for significant damage Sample ID: PL1-2 Condition: Goad 7 — any remaining friable ACM or friable suspected ACM Sample Information Material Information Asbestos Content Sample ID: PL1-1 Sample Location: West side foundation `j W south of basement window Description: Plaster Coating on Concrete cc d Classification: Surfacing Material "' � Sample ID: PL1-2 Condition: Goad O Sample Location: West side foundation Quantity: "500 ftZ ND w above basement window O Friability: Friable QSample ID: PL1-3 Assessment Category: No Category (Non -ACM) X Sample Location: West side foundation north of basement window Sample ID: PL2-1 N Q Sample Location: West entry, west wall Uj Description: Skip Trowel Textured Plaster `= Sample ID: PL2-2 Classification: Surfacing Material =O Sample Location: Dining room, west wall Condition: Good Uj z south of window Quantity: "350 ft' ND 0 Friability: Friable � Sample ID: PL2-3 Assessment Category: No Category (Non -ACM) sSample Location: Dining room, west wall north of window M ,a Sample ID: F131-1 Description: Exterior Fiberboard d Sample Location: West side near dining Classification: Miscellaneous Material room window Condition: Significantly Damaged Z u, Sample ID: F131-2 Quantity: -250 ft ND pSample Location: West side near entry Friability: Non-Friable 0 door Assessment Category: No Category (Non-ACM) X qr Sample fD: TP1-1 Description: Tar/Rubberized Vapor Membrane be Sample Location: West side near dining Classification: Miscellaneous Material `^ room window Condition: Damaged Ui Z Sample ID: TP1-2 Quantity: -250 ftZ ND p Sample Location: West side near entry Friability: Non-Friable 0 door Assessment Category: No Category (Non-ACM) X Ln Ui Sample ID: ECLK1-1 Description: Exterior White Caulking HSample Location: West side at dining Classification: Miscellaneous Material 0 room window Condition: Damaged Uj Z Quantity: —6 ft'ND OSample ID: ECLK1-2 Friability: Non-Friable Sample Location: West side at entry door Assessment Category: No Category (Non-ACM) O Sample ID: MTR1-1 Description: Red brick and grey mortar ,tA Sample Location: West side at dining Classification: Miscellaneous Material 0 room Condition: Significantly Damaged Ui Z Quantity: "350 ft' ND 0 Sample ID: MTR1-2 Friability: Non -Friable Sample Location: West side south end Assessment Category: No Category (Non -ACM) o x 4.0 Material Information A Homogeneous Area (HA) means an area of surfacing material, thermal system insulation material, or miscellaneous material that is uniform in color and texture. The asbestos content of the bulk -samples collected within a homogeneous area can be applied to the entire homogenous area, if they conform to the above characteristics and the regulated minimum sample quantities of each type of material have been collected and analyzed. An Asbestos Containing Material (ACM) is a material that contains more than 1% asbestos. Any material can be assumed to be an ACM, but not the contrary. 4.1 Material Friability A material can either be friable or non friable. A friable material is one that, when dry, can be pulverized, or reduced to powder by hand pressure, a non -friable material cannot. A non -friable material may become friable if its condition had deteriorated or has been impacted by forces that have rendered it friable. 4.2 Material Classifications Sampled materials are divided into one of the following three categories: • Surfacing Material: sprayed or troweled onto structural building members • Thermal System Insulation (TSI): any type of pipe, boiler, tank, or duct insulation • Miscellaneous Material: all other materials not classified in the above two categories 4.3 Material Conditions Sampled materials are placed into one of the following three categories of conditions: • Good: none to very little visible damage or deterioration • Damaged: the surface is crumbling, blistered, water -stained, gouged, marred or otherwise abraded over less than one-tenth of the surface if the damage is evenly distributed, or one-quarter if the damage is localized • Significantly Damaged: the surface is crumbling, blistered, water -stained, gouged, marred or otherwise abraded over greater than one-tenth of the surface if the damage is evenly distributed, or one-quarter if the damage is localized 4.4 Sample Quantities DS collected at least the minimum number of samples from each homogeneous area necessary to meet all regulatory requirements for the quantity of material to be disturbed in the scope of work as defined by the client. The quantities listed in this report are approximate and on-site verification of the exact quantity of each material is required for permitting, estimating and billing purposes. The following outlines the minimum sample quantities required per homogeneous area: • Surfacing Materials: up to 1,000 ft2 of material requires a minimum of three (3) samples; between 1,000 ft2 and 5,000 ft2 of material requires a minimum of five (5) samples; over 5,000 ft2 of material requires a minimum of seven (7) samples; one (1) sample of each patch • Thermal System Insulation (TSI): each homogeneous area requires a minimum of three (3) samples; at least one (1) sample must be collected from each patch; and collect enough samples sufficient to adequately assess the material and determine the asbestos content for TSI fittings such as pipe elbows or T's, which a minimum of two (2) samples of each K • Miscellaneous Materials: collect enough samples sufficient to determine the asbestos content with a minimum of two (2) samples of each 4.5 Materials Reporting "TRACE" Results Any sample reporting a "TRACE" amount of asbestos shall be considered to contain greater than 1% asbestos unless it is further analyzed utilizing the point -count method and verified to be less than or equal to 1% asbestos content, and therefore not an ACM. TRACE does not mean it contains less than or equal to 1%. 4.6 Materials Containing 1% Asbestos or Less Materials containing less than or equal to 1% asbestos are not regulated by the Colorado Department of Public Health and Environment (CDPHE) Regulation 8, Part B — Asbestos. However, all demolition/abatement activities should be performed following the applicable Occupational Safety and Health Administration (OSHA) regulations. This includes, but is not limited to, the appropriate asbestos training for the type of material being removed/disturbed as well as having a properly trained supervisor onsite, using wet removal methods, wearing adequate personal protective equipment (NEPA-filtered particulate respirators), medical surveillance of workers, personal -exposure air monitoring, area air monitoring in occupied buildings, etc. There may also be landfill disposal requirements for these materials, depending on the facility. DS recommends that all demolition/renovation projects involving the disturbance of any amount of asbestos be subjected to post - work visual inspections and a final clearance air testing by a CDPHE-certified Asbestos Air Monitoring Specialist (AMS) after the work has been completed, but before any containments are dismantled, the contractor demobilizes, and the area is reoccupied. 4.7 Overspray Any surfacing material indicated in this report also includes any associated overspray of that material, e.g., under carpet, above suspended ceilings, on studs and structural members, etc. 5.0 Inspector & Firm Certifications The inspection detailed within this report was conducted by Mr. Chris Lehman with DS. DS is a CDPHE certified Asbestos Consulting Firm, Registration No. 14912. Mr. Lehman is a CDPHE certified Building Inspector; having certification number 14348 (see Appendix A for certificates). 6.0 Inspection, Sampling & Analytical Procedures 6.1 Inspection Procedures The asbestos inspection detailed in this report was conducted by an Environmental Protection Agency (EPA) and CDPHE certified asbestos Building Inspector. The inspection procedures included identifying and sampling suspect ACM within the pre -defined areas that were within the scope of work, submitting samples to an accredited laboratory for analysis, classifying the materials and assessing their condition, and compiling a final report detailing the inspection and the analytical results of the bulk -samples. 6.2 Sampling Procedures Statistically random bulk -samples representative of the suspect ACM of each homogeneous area were collected according to the guidelines published in the Environmental Protection Agency's October 1985 publication, "Asbestos in Building: Simplified Sampling Scheme for Friable Surfacing Materials", commonly known as the "Pink Book." 9 DS has collected the appropriate number of bulk -samples to meet all regulatory requirements for the classification and quantity of each homogeneous area. All reasonable efforts were made to identify homogeneous areas and to sample or assume suspect materials. Destructive investigation was conducted whenever feasible, and every effort was made to locate and quantify suspect ACM within the scope of work. Any material not identified and sampled in this report shall be assumed to be an ACM or shall be sampled by an EPA -trained and CDPHE-certified inspector and submitted for analysis. 6.3 Analytical Procedures All asbestos bulk -samples were analyzed by a third party, National Voluntary Laboratory Accreditation Program (NVLAP) accredited laboratory via Polarized Light Microscopy (PLM) for asbestos content per CDPHE Regulation 8 (see Appendix B for laboratory report). 7.0 Recommendations The asbestos inspection detailed in this report did not identify ACM(s); therefore, no professional abatement activities are required to remove or disturb the above -referenced sampled materials. 8.0 Asbestos Abatement & Demolition Requirements If ACM is to be removed or disturbed in a single-family residence, and the total quantity exceeds any of the regulatory trigger levels of 50 linear ft. on pipes, 32 ft2 on other surfaces, or the volume equivalent of a 55 -gallon drum, a CDPHE-certified General Abatement Contractor (GAC) is required to perform the work. The regulatory trigger levels within a commercial building are 260 linear ft. on pipes, 160 ft' on other surfaces, or the volume equivalent of a 55 -gallon drum. In addition, formal notification to CDPHE prior to the abatement of ACM as well as air monitoring, visual inspections, and final air clearances by a CDPHE-certified Asbestos AMS is required. DS can provide the client or building owner with a proposal for project design, abatement oversight and air monitoring upon request. CDPHE regulations allow for the demolition of a building that contains non -friable asbestos -containing materials, such as caulking, mastic or resilient floor tiles. However, demolition must be completed without causing the non -friable ACM to be rendered friable. Burning a building with any ACM is prohibited. Operations such as sanding, cutting, crushing, grinding, pneumatic jacking, etc. of ACM are not permitted. Recycling of building materials such as concrete, metal, or wood that are bonded or contaminated with ACM, e.g. glue, caulking, or mastic is also prohibited. If any of the non -friable asbestos containing materials are to be recycled and rendered friable after demolition (i.e. crushing mastic -coated concrete), these materials must be abated of all ACM prior to shipping offsite for recycling. OSHA regulations regarding occupational exposure during demolition activities is still mandatory. OSHA 29 CFR 1926.1101 requires that workers performing construction -related activities be protected from asbestos fibers in excess of the permissible exposure limit of 0.1 f/cc of air. Contractors are must comply with applicable provisions of OSHA 29 CFR 1926.1101 during demolition and renovation activities. These OSHA provisions include, but are not limited to, PPE and respirators, personnel training, personal -exposure air monitoring, employee medical surveillance, wet removal methods, signage for regulated areas, etc. o 9.0 Major & Minor Asbestos Spill Response Actions If ACM is significantly damaged and the total quantity exceeds the regulatory trigger levels, the area is deemed a "Major Asbestos Spill." The area is consequently subject to the requirements in Reg. 8, Section III.T.1. — Major Asbestos Spills, as outlined below. Additional asbestos air or dust sampling should also be conducted within the remaining areas not directly impacted by the Major Asbestos Spill to determine if asbestos -containing dust/debris has spread to adjacent areas. If asbestos fibers are found within any other areas or on building contents, they should be included in the scope of professional abatement and decontamination. The following response actions must be followed per Colorado Reg. 8 when a Major Asbestos Spill occurs: • Restrict access to the area and post warning signs to prevent entry to the area by persons other than those necessary to respond to the incident. • Shut off or temporarily modify the air handling system to prevent the distribution of asbestos fibers to other areas. • Immediately contact the Division by telephone, submit a notification in compliance with subsection III.E. (Notifications) and, if in an area of public access, apply for a permit in accordance with subsection III.G. (Permits). • Be exempted from the requirements to have a certified Supervisor on-site at all times, until such time as the immediate danger has passed. Any cleanup or asbestos abatement that must occur after the immediate danger has passed shall be supervised by a person certified by the Division. • Using certified Supervisors and certified Workers in accordance with section II. (Certification Requirements) of this Regulation, seal all openings between the contaminated and uncontaminated areas and establish negative air pressure within the contaminated area in accordance with paragraph III.1. (Air Cleaning and None -detected Pressure Requirements). This is to be accomplished using polyethylene sheeting to cover areas such as doorways, windows, elevator openings, corridor entrances, grills, drains, grates, diffusers and skylights. • HEPA vacuum or steam clean all carpets, drapes, upholstery, and other non -clothing fabrics in the contaminated area, or discard these materials. • Launder or discard contaminated clothing in accordance with subsection III.R. (Waste Handling). • HEPA vacuum or wet clean all surfaces in the contaminated area. • Discard all materials in accordance with subsection III.R. (Waste Handling). • Following completion of subparagraph III.T.1.a. through III.T.1.i. above, comply with air monitoring requirements as described in subsection III.P. (Clearing Abatement Projects); air samples shall be collected aggressively as described in 40 C.F.R. Part 763, Appendix A to Subpart E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM that remains in the area • Comply with any other measures deemed necessary by the Division to protect public health. In the event of an asbestos spill involving less than or equal to the trigger levels, the building owner or contractor should take the following non -mandatory steps: • Restrict entry to the area and post warning signs to prevent entry to the area by persons other than those necessary to respond to the incident. • Shut off or temporarily modify the air handling system to prevent the distribution of fibers to other areas in the building. • Seal all openings between the contaminated and uncontaminated areas. This is to be accomplished by using polyethylene sheeting to cover all areas such as windows, doorways, elevator openings, corridor entrances, drains, grills, grates, diffusers and skylights. 11 • HEPA vacuum or steam clean all carpets, draperies, upholstery and other non -clothing fabrics in the contaminated area or discard all contaminated materials in accordance with subsection III.R. (Waste Handling). • Launder or discard contaminated clothing in accordance with subsection III.R. (Waste Handling). • HEPA vacuum or wet clean all non -fabric surfaces in the contaminated area. • Following completion of subparagraphs III.T.2.a. through III.T.2.f. of Regulation 8, conduct air monitoring as described in paragraph III.P.3 of Regulation 8. (Final Clearance Air Monitoring and Sample Analyses); air samples shall be collected aggressively as described in 40 C.F.R. Part 763, Appendix A to Subpart E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM that remains in the work area. 10.0 Project Design & Project Manager Requirements DS can provide an Asbestos Abatement Project Design as well as fulfill the Colorado Asbestos Abatement Project Manager requirements for any asbestos abatement project, as applicable below. Project Design An abatement Project Design is an accurate and detailed scope of work, which includes project specifications and procedures, containment design/equipment placement, and descriptions of engineering controls and work practices for an asbestos abatement project or response action that is required by CDPHE Regulation Number 8, Part B - Asbestos (Reg. 8) on large asbestos abatement projects. Prior to the start of any asbestos abatement project in a non -school building, where the amount of asbestos -containing material (ACM) to be removed or disturbed exceeds 1,000 linear feet on pipes, or 3,000 square feet on surfaces, or in a school building in which the amount of friable ACM to be abated exceeds 3 linear feet on pipes, or 3 square feet on surfaces, a written Project Design must be developed by a State of Colorado certified Project Designer in accordance with subsection IV.G.7 of Regulation 8. A signed copy shall be posted on-site prior to commencing any abatement activities, shall be available on-site at all times, and shall remain onsite until final air clearances have been completed by a State of Colorado -certified Air Monitoring Specialist (AMS). Project Manager A Project Manager shall be used on all asbestos abatement projects in which the amount of friable asbestos - containing material to be abated exceeds 1,000 linear feet on pipes, or 3,000 square feet on other surfaces per CDPHE Regulation Number 8, Part B — Section III.B.6. An asbestos Project Manager on an abatement project shall be responsible for assessing that the project is conducted in accordance with Regulation 8, assessing that the Project Design is followed, assessing that the abatement project is cleared in accordance with Regulation 8, assessing that the asbestos waste generated on the project is properly manifested and disposed of in accordance with Regulation 8, and communicating these assessments to the building owner or GAC. Project Managers must have proof of Colorado certification as an asbestos Project Designer and Air Monitoring Specialist in accordance with Section II of CDPHE Regulation 8 as well as a minimum of one (1) year of experience supervising, overseeing or monitoring asbestos abatement projects. A 4 -year college degree in industrial hygiene, a degree in environmental health with a major concentration in industrial hygiene, or the possession of a certified industrial hygienist (CIH) certificate given by the American Board of Industrial Hygiene (ABIH) may be substituted for the Colorado asbestos Air Monitoring Specialist certification. The GAC shall notify the building owner during the bid process as to whether a Project Manager is required. Project Managers shall be independent of the asbestos abatement contractor and work strictly on behalf of the building owner to the extent feasible unless the abatement is being performed in-house. Project Managers must 12 sign the original copy of the abatement permit for the permit to be valid, and before any abatement can take place. 11.0 Disclaimer & Limitations The activities outlined in this report were conducted in a manner consistent with a level of care and expertise exercised by members of the environmental consulting and industrial hygiene profession. All activities were performed in accordance with all applicable federal, state, and local regulations as well as generally accepted standards and professional practice. No warranty is either expressed or implied. DS assumes no responsibility or liability for error in public information utilized, statements from sources other than DS, or developments resulting from situations outside the scope of work for this project. The details provided within this report outline the inspection activities on the dates) indicated and should not be relied upon to represent conditions at a later date. The laboratory results contained in this report apply specifically to the materials in which bulk -samples were collected. The results do not include or apply to any other materials within the structure that were not sampled but may contain asbestos; including materials that may be hidden or inaccessible. Additional inspection and bulk -sampling activities by a certified inspector would be required to determine whether any other materials contain asbestos. This report has been prepared on behalf of and exclusively for use by the DS's client, with specific application to their project as discussed in the scope of work. The information contained in this report is intended as supplementary material for abatement design and is not to be used as the sole means to develop the scope of abatement activities, bidding or billing purposes. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. DS can provide a full scope of work for abatement upon request. DS does not warrant the work of regulatory agencies, laboratories or other third parties supplying information which may have been used in the preparation of this report. 12.0 Copyright Notice © DS Environmental 2019. All Rights Reserved. This document contains material protected under Federal Copyright Laws. No part of this document or any of its contents may be reproduced, copied, modified or adapted, without the prior written consent of the author and DS Environmental. 13 APPENDIX A: CERTIFICATIONS 14 15 ,'t>' y� '�. .` .D axr .^s '.� 3• ^C ..,1a ,xis, rfaF irtL -_a °�''F F-A.. �•4[Nf,H, r" C q Colorado Deparun xtt of public Healdl a : �'3 n and Environment R x y u `" ASBESTOS oa d CERTIFICATION* This certifiesthat Yt �m ; 3 Q .John C Lehman l �.. Certification No.: 14338 has met the requirements of 25-7-507. CRS, Air Control and Quality - n3 \ Commission Regulation No. 8, Pan H, and is herebycertified h the = "t state of Colorado in the following discipline: Building Inspector* f Issued: July 09, 2019 D A X h Expires: July 13, 2020 o o r� it c i �` tYablanppvarN xp<wnx rcMJLaiea-'L;{/Yf <�£f �. ,�' ., S G 90 E ��. nl { i7�'_`y �f' �5 ��','_�. i'A� "i7`£h `^. Wit.. �M1�,.. ,i. t�:;'1h t•��';4�� aiT �. Is i� Inspector Certification: 14348 Firm Certification: 14912 15 APPENDIX B: LABORATORY REPORT 101 ``t,. AERObiotogy jk LAboRATORy 9. smmu7P 780Sim-Smee1 ASSOCIATES, —_d:- INCORPORATED CL . C.Llf— ;- loo AN . Aa h-0 `1— Non -Fibrous GolJnC.So. Since 1977 1063032G3Expertise Percentage Certificate Of Analvsts m aerob;mloay.net Client Name DS Environmental Consultine ^® U�rJ I Date Collected: 09/03/19 Street address 7555 W. I Oth Ave. Suite A lab Sam le Number Date Received: 09103/19 City- State ZIP Lakewood, CO 80214 TESTING V Date Analyzed: 09/03/19 Atm: Chris Lehman NVLAP Lab Cade 2017860-0 Date Reported: 09/04/19 Client Project Name: 4135 Ingalls St., Wheat Ridge, CO Project ID: 19039403 Test Requested: 3002, Asbestos In Bulk Samples 19039403-1 White Granular Plaster with Green Paint Method: EPA/600/R-93/ 116: Method for the Determination of Asbestos in Bulk Building Materials; EPAfi00/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples Sample Identification 9. smmu7P 11—Non-Asbestos layer CL . C.Llf— C . Cicmw.a T+Tg AN . Aa h-0 `1— Non -Fibrous Matrix CMY • i]ea+ar,b Physical Description of Sample/l�yxr 7,remws rYIN) Percentage Asbestos Detected Asbestos Percentage Fiber Percentage Material Perecritage Material Composition Client lab Sam le Number PLI-I 19039403-1 White Granular Plaster with Green Paint N 100% ND 100 Q PLI-2 19039403-2 White Granular Plaster with Green Paint N 100% ND 100 Q PI -1-3 19039403-3 White Granular Plaster with Green Paint N 100% ND 100 Q 190394034A White Plaster with Multicolored Paint N 60% ND PL2-1 Layem 100 G 19039403-4B Gray Granular Plaster N 40% ND 100 Q 19039403-5A White Plaster with Multicolored Paint N 60% ND 100 G Ye<s PL2-2 19039403-511 Gray Granular Plaster N 40% ND IW Q 19039403-6A White Plaster with Msulticolored Paint N 60% ND Laye- 100 G 19039403-6B Gray Granular Plaster N 40% ND 11x) Q FBI -1 19039403-7 Black/Brown Fiberboard N I(x)% ND SO 20 T Jxruu Leinktrsxr Lab -w— Aral -.,t Page 1 of 3 Talmo Arbestmo Lab Styevviwr '.,1eeino5ta 9. smmu7P a.. BuAn Q. Qft-- AM Arco. CL . C.Llf— C . Cicmw.a T+Tg AN . Aa h-0 `1— FG - F4.e m Cum D. D.— v . s'+nrvzut�e, CMY • i]ea+ar,b ?,iii' . \t-9 wo.; G . 0y' CIL. cmd¢'ua 0T-Orha Si.A— TR.Trrmom. SYN -srcrb— Oita 04-- Traes•<iS TL -Tac OP - Or+arxa Nk _ AERObiotociy •fin LAbORATORy AH-A..W Has 780Sima.S-1 —� ASSOCIATES INCORPORATED G— C -U— Sute 104 Non -Asbestos Non -Fibrous cnlden Co, 80401 \_ Expertise Since 19973032323746 Physical Description of Sample�Layer genca�. IY; N) yer Percentage Certificate of Analysis www aerob olopy net lien Name DS Environmental Consultine r� 'r Date Collectd: 09/03/19 Street address 7555 W. 10th Ave. Suite A v Date Received: 09/03,19 Cit'. State ZIP Lke—d. CO 80214 TESTING Date Analyzed: 09/03/19 %U.: Chris Lehman NVL1P Lab Code 200860-0 Date Reported: 09104!19 Client Project Name: 4135 Ingalls St.. Wheat Ridge. CO Project ID: 19039403 Test Requested: 3002, Asbestos in Bulk Samples 19039403-8 Black/BrownFiberboard Method: EPAl600rR-93/116: Method for the Determination of Asbestos in Bulk Building Materials: EPA-(WrM4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples Sample Identification AH-A..W Has Homo- L G— C -U— c+Calcarea® T•Tx Non -Asbestos Non -Fibrous Matrix CMM-Cbw- :ae Physical Description of Sample�Layer genca�. IY; N) yer Percentage Asbestos DetecKed AsbestosPercentage Rtxxr Percentage Material Pen:enta a Material Composition Client Lab Sample Number ..'F-Nv—Da.et.d W-W."a ire ?.Pse«, FBI -2 19039403-8 Black/BrownFiberboard N IW% ND 80 20 T TPI -1 19039403-9 Black Rubbery Material N 100% ND 1(p TPI -2 19039403-10 Black Rubbery Material N 100% ND too ECLKI-1 19039403-11 White Caulking with Multicolored Paint N 100% ND 1()n B 1,ayers ECLKI-2 19039403-12 White Caulking with Multicolored Paint N 100% ND I(N) B Y La ers 19039403-13A Purple Brick with Multicolored Paint Layers N 85% ND IGO Q MTR1-1 19039403-13B Gray Mortar with Multicolored Paint Layers N 15% ND IOO Q 19039403-14A Purple Brick with Multicolored Paint Layers N 85% ND 100 Q MTR I-2 19039403-14B Gray Mortar with Multicolored Paint Dyers N 15% ND too Q r `3essu i.einbez�ar almatary hrutyst Page 2 of 3 Tal— Olicar AAmr- Lab lhfpa vt. Ac =Accmof+u AH-A..W Has B-Bnm-. Q.Q— AM-A-- G— C -U— c+Calcarea® T•Tx A:: - A=u*.P ,%- icF*— 9— D • Dueerae V-'t'.reraed.r. CMM-Cbw- :ae am- W"c. Ce cR=erns.a.kr. oT-Qetc.e M Sl- -3.T—. .. rN*-sy +b— off, .Op -- T-- =ly TL-Tak OP-opap. ..'F-Nv—Da.et.d W-W."a ire ?.Pse«, AERObIOlOCIY� LABORATORY 780SittatreStreet ASSOCIATESr INCORPORATED Suite 104 Golden, CO, 80,101 Expertise Since 1997 3032.3746 Certificate of Analysis www-aemhin.nwv rtM Client Name DS Environmental Consulting ^nom n(j n n�° Date Collected: 09/03/19 Street address 7555 W. 10th Ave, Suite A W v Ri((�j�JJ Date Received: 09/03/19 City, State ZIP Lakewood, CO 80214 TESTING Date Analyzed: 09/03/19 Attn: Chris Lehman NVLAP tab Code 200960-0 Date Reported: 09/04/19 Client Project Name: 4135 Ingalls St., Wheat Ridge, CO Project ID: 19039403 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA/600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials; EPA -600/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected; the method detection limit is 1 %. • Trace or "< 1 " indicates asbestos was identified in the sample, but the concentration is less than 1 % and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. • All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grunerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile. vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi -quantitative bulk TEM floor the analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A result of ND does not indicate that the sample area does not contain asbestos. It means the analyst could not identify asbestos in the specific sample for the reasons listed above. Notes Required by NVLAP • This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST, or any agency of the Federal Government. • This test report relates only to the items tested or calibrated. • This report is not valid unless it bears the name of a NVLAP-approved signatory. • Any reproduction of this document must include the entire document in order for the report to be valid. Page 3 or 3 AERobiolociy A LAbORATORy 780 Sin Sucet ^� ASSOCIATES, :U INCORPOPAND Suite 104 Golden, CO, 80401 Expertise Since 1997 30"32.3746 Certificate of Analysis www amm1ioiagy ret Client Name DS Environmental Consulting ^nom n(j n ^® Date Collected: 09/03/19 Street address 7555 W. 10th Ave, Suite A W V Vl(�1, Date Received: 09/03/19 City, State ZIP Lakewood, CO 80214 17 NG Date Analyzed: 09/03/19 Attn: Chris Lehman NVLAP tab Code 20086M Date Reported: 09/04/19 Client Project Name: 4135 Ingalls St., Wheat Ridge, CO Proiect ID: 19039403 Test Requested: 3002, Asbestos in Bulk Samples Method: EPA/600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials; EPA-600/M4-82-020: Interim Method for the Docrinination of Asbestos in Bulk Insulation Samples General Notes • ND indicates no asbestos was detected: the method detection limit is 1 %. • Trace or "< 1 " indicates asbestos was identified in the sample, but the concentration is less than 1 % and cannot be quantified without point counting. • Samples identified as inhomogeneous (more than one layer) are separated into individual layers, and each layer is analyzed and reported separately. • All regulated asbestos minerals (i.e. chrysotile, amosite, crocidolite, anthophyllite, tremolite, and actinolite) were sought in every layer of each sample, but only those asbestos minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals cummingtonite and gmnerite. Crocidolite is the common name used for the asbestiform variety of the mineral riebeckite. • Tile. vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such small diameter (< 0.25 microns in diameter) that these fibers cannot be detected by PLM. For such samples, more sensitive analytical methods (e.g. TEM, SEM, and XRD) are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM floor the analysis is accepted under NESHAP regulations. • These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted. • Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc. will store the samples for a minimum period of thirty (30) days before discarding. A shipping and handling charge will be assessed for the return of any samples. • Aerobiology does not guarantee the results of tape lifts, microvacs, wipe, and/or debris samples. Accurate analysis cannot be performed due to particle size, media used, and/or amount of material given. Analysis of these materials should be preformed by a TEM. A result of ND does not indicate that the sample area does not contain asbestos. It means the analyst could not identify asbestos in the specific sample for the reasons listed above. General Notes 1. Loads used in design a. Roof Live Load 30 psf (Ground snow load) with snow drifting Dead Load 15 psf b. Floors Typical Live load -Residence 40 psf Sleeping areas — 30 psf Dead Load - 17 psf c. Wind and Seismic Loads Reference wind velocity - 135 Vult mph (3 sec gust) Exposure classification - "C" Importance factor 1.0 Seismic Design Category — "B" Soil Classification — "C" Single Family Residence —Exempt for seismic (R301.2.2.1) 2. Design Standards a. International Residential Code — 2012 edition/ with amendments as required. b. All construction shall be in accordance with the IRC code. c. Concrete - ACI —318-14 d. Steel — AISC —13"' edition 3. Wood — American Institute of Timber Construction (AITC). All framing lumber and wood construction shall be in conformance with the provisions of the `National Design Specifications' (NDS) for stress grade lumber and its fastenings. i. Studs HF - stud grade (SPF where allowed — if stated) Ali. Joists HF #2 grade or better iii. Beams DFL #2 grade or better /—Wet Q-;trn s S ,,_V*.Ph pox. - iv. Posts DFL # 1 grade — post and timber A. Provide solid blocking at joist, beam and post bearing points as required. B. Solid blocking required at bearing walls. C. Manufactured joists, LVL lumber, beams and other such members shall be designed, detailed and fabricated in accordance with AITC specifications. Plywood (OSB). Webbed joists and LVL shall be as manufactured by Trus -Joist MacMillan, Boise Cascade, Louisiana Pacific or other approved supplier. Furnish shop drawings showing joists, bridging and accessories for review. All items are to be installed in accordance with manufacturer's specifications. Multiple ply members shall be as per connection specifications by manufacturers. The contractor shall not cut, notch or otherwise modify members without written consent of the manufacturer or engineer. D. Stud posts noted on plans are for bearing only. All additional posts for bearing shall be a minimum of two (2) stud bearing - one (1) `King Stud' and (1) `Liner' (or `Queen'). Provide additional studs as required. E. Second floor point loads shall be 3-2x4 or more and shall be increased by one (1) stud per level of framing to the foundation. F. All walls shall be HF -stud grade or better @ 16" on center unless noted otherwise. See architectural plans for location of 2x4, 2x6 and 2x8 walls. G. Overframing and headers to be HF #2 or better. H. All door and window headers to be 2-2x10 for 2x4 walls and 3-2x10 for 2x6 walls, unless noted otherwise. 1. Cross -bracing is required at mid span if ceiling drywall is not attached directly to underside of members. J. Structural lumber exposed to weather and sill plates in contact with foundation shall be pressure treated. K. All plate and attachment connections shall be as manufactured by Simpson Strong Tie Company, or approved equal. L. All member quantities and dimensions are to be verified by respective suppliers. General Notes — Page 2 M. Wood roof trusses shall be designed by a registered professional engineer, licensed to practice in the state of Colorado. Calculated live load deflections of trusses shall not exceed 1/240 (or 1/360 for interior finished ceiling areas and V480 for trusses supporting point load bearing) of the span length. Shop drawings shall indicate the locations of all trusses, size and grade of lumber, and connections plate size and capacity. All connectors shall be supplied by manufacturer. Truss manufacturer shall also provide blocking at bearing locations and bridging as required for truss stability. Shop drawings shall be reviewed by the structural engineer prior to fabrication. N. Plywood or approved OSB sheathing equivalent shall conform to the American Plywood Association (APA- The Engineered Wood Association) current product standard specification and be performance rated to the grades specified. O. Roof sheathing shall be 1/2" (7/16") APA 32/16, exposure l plywood (OSB) rated. Nail with 8d nails @ 6" oc at panel edges and 12" oc at intermediate framing. Provide intermediate sheathing clips where support members are greater than 16" on center. P. Floor sheathing shall be 1/4" APA 48/24 exposure 1 rated, tongue and groove plywood (or OSB). Glue and nail with 8d ring shank nails @ 6" oc at panel perimeter and 10" oc at intermediate framing. Provide sheathing clips where required. Q. Sheath all exterior walls with V2" (7/16") structural exterior grade plywood (or OSB) sheathing. Nail with a minimum of 8d nails @ 6" oc at panel edges and 12" oc at intermediate framing. See details for special wall construction. 4. Concrete. — American Concrete Institute. A. All concrete shall be made with stone aggregate with type II cement and shall develop a compressive strength of 3000 psi in 28 day tests. B. All reinforcing bars shall be ASTM A-625, grade 60, clean and free of debris. C. Welded wire fabric shall conform to ASTM A-185. D. No chloride admixture shall be used without approval of engineer. E. Air entrainment shall be 3-5% and 8% for concrete permanently exposed to weather. F. Concrete shall be placed within 90 minutes of batching when the air temperature is less than 90 degrees F and within 60 minutes when the temperature is greater than 90 degrees. G. Concrete placement in cold weather. i. Footings are not to be poured on frozen sub -grade. ii. Concrete forms shall be free of frost and ice. iii. Concrete may be poured without protection when the air temperature is greater than 40 degrees F and rising. iv. if the air temperature is forecasted to be between 25 and 40 degrees F the forms shall remain in place and insulating blankets placed over the forms for a minimum of three days. v. No concrete shall be poured when the air temperature is (or forecasted to be) 25 degrees F or colder. vi. The concrete shall have a temperature of at least 60 degrees F and when the air temperature is lower than 30 degrees F, the concrete shall maintain a temperature of 65 degrees. vii. Type E water reducing, accelerating and fly ash admixtures that meets the requirements of ASTM is allowed. H. Provide control or construction joints at 15'-0" oc maximum in each direction for slabs on grade. Control joints shall be I '/" deep (if saw cut — place within 12 hours of pour). 1. Concrete protection for reinforcement shall be as follows i. Concrete poured against earth - 3" ii. Concrete poured in forms, but exposed to weather or earth, beams and columns: a. #5 bar or smaller - 1 '/z" b. Larger than #5 bar — 2" iii. Slabs and walls not exposed to weather - 3/+" General Notes — PW 33 I No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the engineer. K. Bar splices shall be at least 24". Make all bars continuous around corners or provide corner bars of equal size and spacing. L. Detail bars in accordance with the latest edition of ACI Detailing Manual and Building Code requirements. M. Provide all accessories necessary to support reinforcement. All dowels, bolts and embedded plates shall be set and tied in place before concrete is poured. N. Place 245 bars (one at each face) with a 2'-6" projection, around all openings in concrete walls and support slabs. O. Slabs, grade beams, beams and joists shall not have any joints in a horizontal plane unless noted otherwise. Any stop in the concrete work must be made at within the center one-third of the span or at the support location, with vertical bulkheads and horizontal keyways. All construction joints shall be as shown. Where construction joints are denoted as `roughened' the entire joint shall be mechanically roughened to a'/4" amplitude and cleaned. P. Provide sleeves for plumbing and electrical openings prior to placing the concrete. Do not cut reinforcement and core drilling is not allowed without review of engineer. Submit a proposed layout of conduits and openings. 5. Other A. Epoxy shall be Simpson SET -XP, HILTI HY 150 or approved equal unless noted otherwise. Application of epoxy shall be per manufacturers recommendations. B. Do not place backfill against basement walls until basement and first floors are in place or wall has been adequately shored and the concrete has reached a minimum of 75% strength. C. The structural drawings represent the finished structure. They do not indicate the means or methods of construction. The contractor shall be responsible for such bracing or shoring required to withstand loads that the structure may be subjected to, including lateral loads, materials and equipment and worker safety. D. The Contractor may encounter existing conditions or dimensions during construction which are not now known or at a variance with project documentation (discovery). Such conditions may interfere with new construction and proper execution of the work or require special protection or support or may consist of damage or deterioration to the structural elements which could jeopardize the integrity of the structure. It is the responsibility of the contractor to report such conditions in writing to the engineer for consideration and/or adjustment prior to proceeding with the related work. E. Drawings shall not be scaled. F. Where discrepancies occur between plans, details or notes, the more stringent requirements shall govern. Details noted as `Typical' shall apply to similar conditions. Where no specific details are shown, construction shall conform to similar work elsewhere on the project. G. The contractor shall verify and coordinate all dimensions and details between all trades prior to starting construction. The engineer shall be notified immediately of all inconsistencies. H. Refer to the architectural, electrical, mechanical and other drawings as may be required for additional information relating to the structure. I T consulting engineers 9605 West 49th Avenue ~C E (303) 420-5020 Wheat Ridge, Colorado 80033 January 16, 2020 Project No. 219-124 Mr. Brian Price 4135 Ingalls Street Wheat Ridge, CO 80033 Re: Addition and remodel of the Price residence 4135 Ingalls Street Wheat Ridge, CO 80033 Dear Mr. Price, This letter is in response to the framing requirements for the headers at the above referenced residence. The project requires that the construction be accomplished in accordance with the International Residential Code (IRC). Headers can be selected from the table within the respective code (IRC- Table 602.7(1)). For this project the following headers are required for a 30 pounds per square foot snow load and supporting a roof and ceiling with twenty-six (26) feet of building width: 1. The header for an opening of six feet requires a 2 -2x10 member. If additional height is needed a 2 -2x8 header with a % inch flitch plate (glue and nail) between the members may be used. One jack and one king post are required at each end for bearing support. 2. For an opening of nine feet it would require a 2 -2x12 (DF#2) header with a % inch plywood flitch plate (glue and nail) between the members. If additional height is needed, 2 -1.75x9.25 LVL member can be used. Two jacks and one king post are required for support at each end. Place the bearing posts on the floor deck with a box rim at the foundation or add compression blocking to the foundation at the bearing positions. For your convenience a copy of the 2015 IRC Table 602.7(1) is enclosed. Should you have any questions, do not hesitate to contact this office. Sincerely, O�O\S V%'T�pA�JiJ, E. H. Tippe pany v ::v Fe' �G 4, cn• 9758 Elvis H. Ti pe : Ac Enclosure ��F •6/�l�[Z"��' ss/ONAL E� m0 (� m �1 a 5' n S Z Z 0 0 l Q G �t d o 1i Z `1 E a o'er N� b 0 r � t �r d o 1i Z `1 r I a b 0 ` 4 Z Lr a Z n n o o< U RESIDENCE ADDITION PREPARED BY: ,� A� YI r . o 5 for the E.H. TIPPETS CO. 35 o T m o n o n e m g m^ a Som <m Owr m$'mm'�b.m O I m m 0 A�a�or�C)ror ��c�m m9 m'm'm�3o= f�A m m" n m m om n oo� d ii °o m o m m m c aq'mn�n 0 L y vmIS o� mmm�fasm�Wo � �oogm $� io�F m 8 Ll3'-'. m'FZa mfg �� mo 00 m D 5 m N uF ann 'o A P fp All, o o< m RESIDENCE ADDITION PREPARED BY: o m for the E.H. TIPPETS CO. —.k s y o Brian Price Residence CONSULY NG E■eURERB H o m ti 4135 Ingalls Street SM W.18TN AVE A 9 Wheat Ridge, Colorado 80033 WHEATN a WALL CONSTRUCTION 2015 INTERNATIONAL RESIDENTIAL CODE® (foontinued) 169 TABLE &i11602.7(1) SPANS' AND HEADER SPANS' FOR EXTERIOR BEARING WALLS GIRDER for Douglas fir -larch, hem -fir, southern pine and spruce -pine -fir' and required number ad jack studs) (Maximum spans GROUND SNOW LOAD (psf)' 30 50 70 GIRDERS AND Building width` (feet) HEADERS SIZE 28 36 20 28 36 SUPPORTING 20 48 36 20 Span NJ° Span NJ' Span NJ' Spas NJ' Span NJ° Span NJ° Span NJ° Sf{aan NJ° Span NJ° 1-2 x 8 4-6 1 3-10 1 3-5 1 3- -1-2x10 1-2.10 5.8 1 4-lI ] 4-4- 1-2 x 12 6-I1 1- ,_? x 4 3-6 1 3-' 1 2-10 1 3-" 1 2-9 1 2-6 1 2-10 1 .'2-6 1 2-3 1 1-2 x 6 5-5 ( 4-8 1 4-2 1 4-6 1 4-1 1 3-8 2 4-2 1 3-8 2 3-3 2 =2 x R 6-10 1 5-11 2 5.4 2 5 -ti 2 5-2 2 4-7 2 5-4 2 4-7 '-2 x 10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 6.6 Roof and ceiling 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 7-6 2-6 2 5-10 3 -2 x 12 --T,.2 9-9 2 6•R 1 7 1 6-5 2 5-9 2 6-8 1 S-9 2 5-2 2 x R 8 4 1 7-5 1 2 9<R 2 7-10 2 7-0 2 8-2 2 7-0 2 6.4 2 TO -6 1 9-1 2 R 2 9-2 2 8-2 2 9.5 2 S-2 2 7-4 2 12-2 2 10-7 2 9-5 2 1017 2 # 2 x 8 9.2 1 8-4 1 7-8 1 8--'4 1 7-5 1 6-8 1 7-8 1 +6-8 1 5-11 2 2x 10 Il.g 1 10.6 1 9-5 2 IM -6 1 9-1 2 8-2 2 9.5 2 S-2 2 7-3 2 4 x 12 14-1 1 12.2 2 10 -II 2 123-2 2 10-7 2 9-5 2 10-11 2 9-5 2 8.5 2 R-2 x 8 3-11 1 3-5 1 3.0 1 3.7 1 3-0 2 2-8 '- - - - - - - (? x 10 5-0 2 4-4 2 3-10 2 4,,b 2 3- 11 2 3-4 2 - - - - - F,2 x 12 5-10 2 4-9 2 4•' '_ 5+-5 2 4-2 2 3-4 2 - - - - - - 2-2x4 3-1 1 2-9 1 2-5 1 2:-9 1 2-5 1 2-2 1 2-7 1 2-3 1 2-0 1 " x 6 4-6 1 4-U 1 3-7 2 4-1 1 3-7 2 3-3 2 3-9 2 3-3 2 2-11 2 "-2 x 8 5-9 5-0 2 4-6 _ 5`-2 Q 4-6 2 4-1 2 4-9 2 4-2 2 3-9 2 Roof, ceiling _72 --_;_10_ 7-0 2 6-2 2 5-6 2 6r-4 2 5-6 2 5-0 2 5-9 2 5-1 2 4-7 3 and one center- T? x 12 8 1 2 7.1 6-5 2 a 2 6-5 2 5-9 3 6-8 2 5-10 3 5.3 3 bearing floor - 5-8 2 5`5 2 5-8 2 5-1 2 5.11 2 5-2 2 4-8 2 3-2 x 8 7-2 1 6-3 2 6-I1 2 T-31 2 6-I1 2 6-3 2 7-3 2 6-4 2 5-8 2 3-2 x 10 8.4 2 7.8 2 2 8-0 2 7-3 2 8-5 2 7-4 2 6-7 2 3-2 x 12 10-2 2 8-I1 2 8-0 2 %_2 '73 6-6 1 5-11 2 6.10 1 6-0 2 5-5 2 4-2 x 8 8-1 1 7.3 1 6.7 1 1 7.2 2 8 4 2 7 4 2 6-7 2 -0-2 x IO 10 1 J 8-10 2 8-0 2 9}-1 2 8-0 2 2 8-6 2 7-7 2 3 2 x 12 I1-9 2 10.3 2 9-3 2 t0.7 2 9-3 2 8-4 2 9-8 y x 8 3-6 i 3-0 1 2-8 1 3-5 1 2-11 1 2-7 2 - - - - - - 7 2 x ]0 4-6 1 3.10 1 3.3 1 -3-4 1 3-9 1 3.1 2 - - - - - - 1-2 x 12 5-6 1 4-2 2 3-3 2 5-4 2 3-11 2 3-1 2 - - - - - - 2-2 x 4 2-8 1 2-4 1 2-I 1 n-7 1 2-3 1 2.0 1 2-5 1 2-1 1 1-10 1 2-2 x 6 3 -II 1 3.5 2 3-0 2 3-10 2 3-4 2 3-0 2 3-6 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 3-11 Roof, ceiling 2-2 x 8 2-2 x 10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 5-6 2 4-9 2 4-3 3 and one clear2 2 6-1 3 5-5 3 e6 -i0 5-11 3 5-4 3 6-4 2 5-6 3 5-0 3 span floor 2-2 x 12 7-1 2 5-3 2 4-8 2 5-7 2 4-11 2 4-5 2 3.2 x 8 6-3 2 5-5 2 4-]0 - 6-1 - 2 3-2 x 10 7-7 2 64 2 5-11 2 7-5 2 6-5 2 5-9 2 6-10 2 6-0 2 5 4 3-2 -.12 3-10 2 7.8 2 6-10 2 2-7 2 7-5 2 6.8 2 7-11 2 6-11 2 6-3 2 4-2 x 8 7-2 1 6-3 2 5-7 2 7-0 1 6-1 2 5-5 2 6-6 1 5-8 2 5-1 2 4-2 x 10 8-9 2 7-7 2 6-10 2 9-7 2 7-5 2 6-7 1 2 7-11 2 6-11 2 6-2 2 4-2 x 12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 9-2 2 8-0 2 7-2 2 2015 INTERNATIONAL RESIDENTIAL CODE® (foontinued) 169 WALL CONSTRUCTION a TABLE R602.7(i) -continued GIRDER SP,! -,"s S" AND HEADER SPANS' FOR EXTtRIOH a"RiNG (Maximum spans for Douglas firAerch, hem -fir, southern WALLS pine and spruce-pine-ffe and required number of lack studs) GROUND SNOW LOAD fpsf)• GIRDERS AND :30 so HEADERS SIZE 70 SUPPORTING Building width`(feet) 20 28 36 20 28 36 20 28 36 Span NJ' Span NJ° Span NJ' Span NJ° Span NJ" Spon NJ° Span NJ° Span NJ° Span NJ° 2-2 x 4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-91 1 2-4 2-2 x 6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-M 2 1 2-0 1 1-9 1 2-2 x 8 4-9 2 4-2 2 3-9 2 4-1 2 4-0 2 3.8 2 4-4 2 2-2 x 10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4L5 I3 5-3 Roof, ceiling 2-2 x 12 6-8 2 5-10 i 3 5-3 3 6-6 2 5-9 3 5 3 2 4 7 3 4-2 3 and two center- 3-2 x 8 5-11 2 5-2 ' 2 4-8 2 5-9 . 2 5-I 6-1 3 5 4 3 4•l0 3 bearing floors 3-2 x 10 7-3 2 6-1 i 2 5-8 1 7-1 2 a 7 2 5-5 2 4-9 2 4-3 2 3-2 x 12 8-5 2 7-4 2 6-7 2 8-2 2 6.2 2 5-7 2 2 6-7 2 5-9 2 4-2 x 8 6-10 1 6-0 2 5-5 2 6-8 7-2 2 6-5 1 5-10 2 5 0-1 3 4-2 x 10 8-4 2 7-4 2 6-7 2 8-2 2 2 7-2 2 {� 6-3 2 5-6 2 4-11 2 4-2 x 12 9-8 2 8 6 2 7-8 2 9-5 2 2 8-3 2 7-5 2 7-7 2 6-8 2 6 0 2 2-2 x 4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 8-10 2 7-9 2 7-0 2 2-2 x 6 3-1 2 2-8 2 2-4 2 3-0 1-5 2 2 2-7 2 24 2-0 1 1-8 l I-5 2 2-2 x 8 3-10 2 3-4 2 3-0 3 3-10 2 2 3-4 2 2-1a 3 2-11 2 2-7 2 2-3 2 2-2 x IO 4-9 2 4-1 ; 3 3-8 3 4-8 2 4-0 3 3-3 3 3-9 2 3-3 2 2-11 3 Roof, ceiling, 2-2 x 12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-� 4-7 3 4-0 3 3-6 3 and two clear- 3-2 x 8 4-10 2 4-2 2 3-9 2 4-9 3 2 4-1 2 3 R 5-4 3 span floors 3-2 x 10 5-11 2 5-1 2 4.7 3 5_10 2 2 5-0 2- 4-8 2 3-2 3-2 x 12 6-10 2 5.11 3 54 3 6-9 2 5-10 3 5-3 4-2 x 8 5-7 2 4-10 2 4-4 ? 5-6 3 6-8 2 5-9 3 5-2 3 4-2 x 10 6-10 2 5-11 1? 2 5-3 4-2 x 12 7-11 1 2 1 6-10 2 6 2 3 7-9 2 6-9 2 6 tc 3 For SI: I inch = 25.4 mm, I pound per square foot = 0.0479 kPa. 7-8 2 6-8 2 5-I 1 3 a. Spans are given in feet and inches. b. Tabulated values assume #2 grade lumber. c. Building width is measured perpendicular to the Kidge. For widths between those shown, spans are permined to be interpolated. d. NJ = Number of jack studs required to support emch end. Where the number of required jack studs equals approved framing anchor attached to the full-heigdit wall stud and to the header. one, the header is permitted to be supported by an e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live laud is equal to or less than 20 psf. B02 B02 CODES AND LOADS WERE NOT SPECIFIED ON DRAWINGS' THIS DESIGN ASSUMES THE FOLLOWING: ROOF DESIGN CRITERIA: CODE IRC 2015 SNOW 30# TCDL 10# BCDL 10# WIND. 139 mph NOT FOIA TRUSS SPECIFICATIONS.• SPACING 2-0-0 ox. PITCH 1.65/12 - 3/12 EXISTING BOTTOM CHORD FLAT HEEL HEIGHT VARIES OVERHANG. 2-4-4 CANTILEVER .NONE OUTRIGGERS NONE BEARING SIZE 2x4 GENERAL NOTES: > FIELD VERIFICATION IS REQUIRED BY TRUSS MANUFACTURER A MINIMUM OF 7 DAYS PRIOR TO TRUSS FABRICATION. > SUPPORTED GABLE ENDS PROVIDED W/ VERTICAL 2X4'S @ 16' ON CENTER > STRUCTURAL GABLE ENDS PROVIDED W/ VERTICAL 2X4'5 @ 16' ON CENTER > STRUCTURAL CONNECTORS USED IN THIS DESIGN ARE MANUFACTURED BY USP. ALLOWABLE LOAD CAPACITIES ARE EQUAL TO OR GREATER THAN OTHER CONNECTOR SPECIFICATIONS. > THE BUILDER/PROJECT ENGINEER IS SOLEY RESPONSIBLE FOR THE REVIEW AND APPROVAL OF ALL DESIGN CRITERIA TO INSURE ACCURACY AND FULL COMPLIANCE WITH EXISTING APPLICABLE BUILDING CODE REQUIREMENTS. INCLUDING ALL TIE DOWN CONNECTIONS NEEDED FOR PROPER TRUSS INSTALLATION. RT7A CLIPS ARE PROVIDED BUT MAY NOT MEET ALL UPLIFT REQUIREMENTS. > LEDGER AND CONNECTION OF, OR MEANS OF SUPPORT OF LEDGER IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE MADE WITHOUT DAMAGING OR ALTERING THE TRUSS OR TRUSS SYSTEM. LEDGER SHOWN ON THIS DRAWING FOR CONCEPTUAL PURPOSES ONLY. A - LEDGER REQUIRED TO HANG OFF OF WALL PE TO SPECIFY. B - TOP OF BEAM AT SAME ELEVATION AS EXISTING PLATE. C - NEW WALLS 1-640 TALLER THAN EXISTING PLATE HEIGHT. 1'R01)iJt;I1Y1\T THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components that are to be incorporated into the building design at the specification of the building designer. See individual engineering drawings to identify truss placement on drawing. Building designer is responsible for temporary and pernament bracing of the roof and floor systems for overall structure; and the design of the truss support system, including but not limited to headers, beams, bearing walls, and columns. - For general guidance regarding bracing, please refer to Truss Plate Institute's "Building Component Safety Information" (BCSI) book, or BCSI-Bt form available at tpinstorg. - Any structural details called out on layout are based on the interpretation of the structural plans, and are not specified by the truss designer or High Plateau Truss Inc. CUSTOMER PRICE, BRIAN PROJECT ADDRESS Price Addition 706 it 20-0026 4135 Ingalls St. DATE 1/16/2020 CITY,STATE,ZIP Wheatridge, CO 80033 ROOF TRUSS LAYOUT Review and approval of this layout and corresponding engineering drawings by the client or client's agent are required before trusses can be sent to production Approved Date HIGH EAU TRUSS, INC. IBJ I2-0-0026 A01 Monopitch Structural Gable High Plateau Truss, Inc, Commerce City, CO 80022 -24-4 8-1-2 7-5-8 7-5 - Ingalls St. O.Ous rvuv i a zui a Mi i eK rnausmes, me 1 hu Jan 16 07:28:37 2020 Page 1 hH H6?pcbbbxzUkOw-CkxBjzAz79vHTxi9OpCrLDkgPr__wRxiek59�1� lzugre - 1.3-4-8 R3'�_ 5-11-0 0-1-8 Scale = 1:26.3 1.65112 4x6 11 2x4 I2x4 11 4 5 'Jvd II 3x12 M18SHS = 2x4 11 3x8 -_ 8-1-2 7-5 — Plate Offsets X,Y)-- [2 0-1-12 Edge],[3_0 2-0,0-0 4j 13:0-5-0 0 3-0j[4:0 3-0 0-1 12j LOADING (psf) I SPA SPACING -2-0- 0 CCSI. S BOT CHORD 2x4 SPF 1650F 1.5E TCLL 30.0 Grip DOL 1.CING (Roof Snow=30.0) PlatLumber 0.84 WEBS DOL 1.15 BCDL 10.0 BC 0.66 REACTIONS. (Ib/size) 6=657/Mechanical, 2=873/0-3-8 (min. 0-1-8) Rep Stress Incr YES BCLL 0.0 ' WB 0.87 - - - — BCDL- 10Code IRC2015/TP12014 -.0 1- - -- Matrix -S Max Grav6=790(LC 17), 2=951 (LC 17) LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD 8-1-2 WEBS OTHERS 2x4 WW Stud REACTIONS. (Ib/size) 6=657/Mechanical, 2=873/0-3-8 (min. 0-1-8) 5-71.0 - - - — Max Uplift6=-238(LC 10), 2=414(LC 6) Max Grav6=790(LC 17), 2=951 (LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2564/697,3-16=-25181705,4-6=-267/122 DEFL. in (loc) I/deft Ud 7 PLATES GRIP Vert(LL) 0.23 2-7 >671 240 MT20 169/123 Vert(CT) -0.39 2-7 >403 180 M18SHS 197/144 Horz(CT) 0.05 6 n/a n/a 'r Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD WEBS 2x4 WW Stud WEBS OTHERS 2x4 WW Stud REACTIONS. (Ib/size) 6=657/Mechanical, 2=873/0-3-8 (min. 0-1-8) Max Horz2=119(LC 7) Max Uplift6=-238(LC 10), 2=414(LC 6) Max Grav6=790(LC 17), 2=951 (LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-16=-2564/697,3-16=-25181705,4-6=-267/122 BOT CHORD 2-7=-717/2492,6-7=-728/2478 WEBS 3-7=0/291, 3-6=-2404!731 (4 N I Sheathed or 2-4-13 oc purlins, except end verticals. Rigid ceiling directly applied or 8-3-12 oc bracing. 1 Row at midpt 3-6 M,Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer _ Installation�c uaide. I NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf; BCDL=6.Opsf, h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are MT20 plates unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 6=238,2=414. 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard Job - S — - ITrus Yom. Qty PI 20-0026 1 A02 Mono itch 14 f 1 Job Referen - optional) - High Plateau Truss Inc., Commerce City, CO 80022 8.320 s Now 19 2019 MiTek Industries, Inc. Thu Jan 16 07:28:38 2020 Page 1 J 8-1-2 ID:vNS79mZUaYIhHH6?pcbbbxzUkOw-hxVawJBcuT1845HMyXj4tRHr9FK9AO_nylt� ugrd -2-4-4 t-- - 13-4-8 y - - - - - 7 5 8 _.._.. - — 2-4-4 7-58 511-0 0-1-8 Scale = 1:26.3 1.65112 4x6 4 5 3x12 M18SHS=-- 2x4 11 4x6 = LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud REACTIONS. (Ib/size) 6=657/Mechanical, 2=873/0-3-8 (min. 0-1-8) Max Horz2=119(LC 7) Max Uplift6=-238(LC 10), 2=-414(LC 6) Max Grav6=790(LC 17), 2=951 (LC 17) 8-1-2 7-5-8 8-1-2 7-58 Plate Offsets (X Y --[20-1-12 _ LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 (Roof Snow=30 .0 Plate Grip DOL 1.15 TC 0.84 TCDL 10.0 Lumber DOL 1.15 BC 0.66 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 BCDL 10.0 Code IRC2015/TPI2014 Matrix -S in LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud REACTIONS. (Ib/size) 6=657/Mechanical, 2=873/0-3-8 (min. 0-1-8) Max Horz2=119(LC 7) Max Uplift6=-238(LC 10), 2=-414(LC 6) Max Grav6=790(LC 17), 2=951 (LC 17) BRACING- — ----- - TOP CHORD Sheathed or 2-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-2564/697,3-8=-2518/705,4-6=-267/122 BOT CHORD 2-7=-717/2492,6-7=-728/2478 WEBS 3-7=0/291, 3-6=-2404/731 NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C, Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 6=238,2=414. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 8-1-2 13-4-8 511-0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.23 2-7 >671 240 MT20 169/123 Vert(CT) -0.39 2-7 >403 180 M18SHS 197/144 Horz(CT) 0.05 6 n/a n/a Weight: 41 Ib FT = 20% BRACING- — ----- - TOP CHORD Sheathed or 2-4-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-12 oc bracing. WEBS 1 Row at midpt 3-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-2564/697,3-8=-2518/705,4-6=-267/122 BOT CHORD 2-7=-717/2492,6-7=-728/2478 WEBS 3-7=0/291, 3-6=-2404/731 NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category ll; Exp C, Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 6=238,2=414. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard - - - - ----pJo russ - russ iype _ - Q ly Price, 4135 Ingalls St. _ 20-0026 B01 Monopitch Supported Gable 1 1 __-_- - - -- _ _ ;Job Reference optional) High Plateau Truss, Inc., Commerce City, CO 80022 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu Jan 16 07:28:39 2020 Page 1 0-7-2 ID:vNS79mZUaYlhHH6?pcbbbxzUkOw-972y7eBEfm9?iFsYWEEJQepBefpev1 lxBPebHwzugrc - W-51-0 - _-- -11-2 � -- - - 0-9-0 1.65 12 i 3x5 I 9-7-2 ST5 10 W1 Scale = 1:18.6 LOADING (psf) �- TCLL 30.0 SPACING 2-0-0 CSL DEFL. in (loc) I/deft L/d PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 8 n/r 120 MT20 169/123 TCDL 100) Lumber DOL 1.15 BC 0.07 Vert(CT) -0.00 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 9 n/a n/a Code IRC2015/TP12014 Matrix -R BCDL 10.0 � - L Weight: 31 Ib FT = 20% LUMBER- BRACING - - - TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 WW Stud - _-- OTHERS 2x4 WW Stud �MiTek recommen_ds that Stabilizers and req--.uired cross bracing I be installed during truss erection, in accordance with Stabilizer - REACTIONS. All bearings 10-5-0. Installation guide. (lb) - Max Horz 15=113(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 15, 9, 13, 12, 11, 10 except 14=-160(LC 10) Max Grav All reactions 250 Ib or less at joint(s) 15, 9, 13, 12, 11, 10 except 14=415(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-14=-322/189 NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed -,end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1-2002. 3) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 9) Gable studs spaced at 1-4-0 oc. 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 15, 9, 13, 12, 11, 10 except (jt=lb) 14=160. 13) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 20-0026 1 B02 9-7-2 1.65 FIT Nov 4x6 I I Scale = 1:18.6 9-7-2 LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud SLIDER Left 2x4 WW Stud -0 2-6-13 REACTIONS. (Ib/size) 1=510/0-5-8 (min. 0-1-8),6=588/0-5-8 (min. 0-1-8) Max Horz 1=115(LC 7) Max Uplift1=-176(LC 6), 6=-225(LC 10) Max Grav 1=548(LC 17), 6=677(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1462/432,2-8=-14191438,3-8=-1393/441,4-6=-329/148 BOT CHORD 1-7=-445/1393, 6-7=-445/1393 WEBS 3-6=-1326/450 3x6 = 10.50 55-2-8 - 9.7-2 Ud PLATES GRIP 240 MT20 169/123 180 n/a Weight: 34 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer j Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11, Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=176,6=225. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 52-8 -- - Plate Offsets X,Y�-- [1:0-3-0.0-1-9j, [4:0-3-0.0-1-12] =--------- -- LOADING (psf) TCLL 30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/del (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.07 7 >99i TCDL 10.0 1Rep Lumber DOL 1.15 BC 0.32 Vert(CT) -0.11 7 >99S BCLL 0.0 Stress Incr YES WB 1.00 Horz(CT) 0.02 6 n/: BCDL 10.0 Code IRC2015/TP12014 i Matrix -S LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud SLIDER Left 2x4 WW Stud -0 2-6-13 REACTIONS. (Ib/size) 1=510/0-5-8 (min. 0-1-8),6=588/0-5-8 (min. 0-1-8) Max Horz 1=115(LC 7) Max Uplift1=-176(LC 6), 6=-225(LC 10) Max Grav 1=548(LC 17), 6=677(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1462/432,2-8=-14191438,3-8=-1393/441,4-6=-329/148 BOT CHORD 1-7=-445/1393, 6-7=-445/1393 WEBS 3-6=-1326/450 3x6 = 10.50 55-2-8 - 9.7-2 Ud PLATES GRIP 240 MT20 169/123 180 n/a Weight: 34 Ib FT = 20% BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer j Installation guide. NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=11Omph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category 11, Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1=176,6=225. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 'Jo6 - iT�russ -- - tiss ype 20-0026 803 Monopitch High Plateau Truss, Inc., Commerce City, CO 80022 17-2 4-11-8 � W -Tply --- Pnce, 4135 Ingalls St. - - _-- - Job Reference o tional - - LP � - 8.320 s Nov 19 2019 MiTek Industries, Inc. Thu 16 Jan 07:28:40 2020 Page 1 ID:VNS79mZUaYlhHH6?pcbbbxzUkOw-dJcKL_CsQ4HrKPRk d� sMED31TeJQ4Q3N8pMzugrb 111-0 11-2-0 4-11-8 - - -- -- 1.65 12 4x6 11 5x6 11 Scale = 1:20.8 r 4x8 111-0 -. 17-2 — - -- 17-2 Scale = 1:20.8 r - -- 111-0 -. — - -- _111-0- Plate Offsets_ X( Y)-- [1 0 3 0 0-1-91, L4:0-3-0,0-1-12], [6:Edge 0 1-12L_ LOADING (psf) TCLL 30.0 j SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP (Roof Snow=30.0) 1 Plate Grip DOL 1.15 TC 0.67 Vert(LL) -0.28 1-6 >425 240 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.55 1-6 >212 180 BCLL0.0 i Rep Stress Incr YES WB 0.80 Horz(CT) 0.02 6 n/a n/a BCDL 10 0 ---j Code IRC2015/TPI2014 - L Matrix -S -- -- -- -- Weight: 33 Ib FT = 20% LUMBER - TOP CHORD 2x4 SPF 1650F 1.5E BOT CHORD 2x4 SPF 1650F 1.5E WEBS 2x4 WW Stud SLIDER Left 2x4 WW Stud -0 2-3-4 REACTIONS. (Ib/size) 1=481/0-5-8 (min. 0-1-8), 6=608/0-5-8 (min. 0-1-8) Max Horz 1=114(LC 7) Max Upliftl=-164(LC 6), 6=-239(LC 10) Max Grav 1 =513(LC 17), 6=701 (LC 17) BRACING - TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-4-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide - i FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1274/520,2-7=-1235/526,3-7=-1214/529,4-6=-394/190 BOT CHORD 1-6=-534/1214 WEBS 3-6=-1113/564 NOTES - 1) Wind: ASCE 7-10; Vult=139mph (3 -second gust) Vasd=110mph; TCDL=6.Opsf, BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; Enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=30.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 1=164,6=239. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11-1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 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:PermitNumber: - ❑ No one available for inspection: Time/ PM Re -Inspection required: Ye No When corrections have been made, . 11 for re -inspection at 303-234-5933 Insppa _ DO NOT REM®VE THIS NOTICE City of Wheat Ridge Residential Solar PERMIT - 201802840 PERMIT NO: 201802840 ISSUED: 11/13/2018 JOB ADDRESS: 4135 Ingalls St EXPIRES: 11/13/2019 JOB DESCRIPTION: Install 4.75 kw roof -mounted grid -tied solar PV system, 16 panels, no structural *** CONTACTS *** OWNER (303)883-1145 BROWN JUSTIN I SUB (888)765-2489 Jared A Miller 110035 Tesla Energy *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,636.80 FEES Total Valuation 0.00 Residential Solar 500.00 ** TOTAL ** 500.00 *** COMMENTS *** *** CONDITIONS *** 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. 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 thispennit. I attest that I am legally authorized to include all entities named within this document as parties to the work to be per"ed and th work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ature of OWNER or(CONTRACTOR Circle one) Date 1. This permit was issued ba enation provided in the permit application and accompanying )Tans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original_permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Off-cial 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 !*ssuarUw..0r granting of ermit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl c e or any ord' ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY City of ��WheatRj 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 FOR OFFICE USE ONLY Date: � /A te Plan/Permit # rI/'1 go) No l� Plan Review Fee: V 0/ I 5 0 0 Building Permit Application I Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: 4135 Ingalls St, Wheat Ridge, CO 80033 Property Owner (please print): Justin Brown Phone: (303) 883-1145 Property Owner Email: Jbrown2147@comcast.net Mailing Address: (if different than property address) Address: Same as above City, State, Zip: Arch itect/E ngi near: Architect/Engineer E-mail: Contractor: Solar City Contractors City License #: 110035 Contractor E-mail Address: tward@solarCity.Com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Phone: 253-720-4461 Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form 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 ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT BELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT x OTHER (Describe) Solar PV (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.) reinstall 4M kW roof -mounted grid -tied solar PV system L Fon &-15 I �L S1s VCAVK ti\ " qA` ' , Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) -6636.8 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 applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)W PRINT NAME: Chris Luther ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Chris Luther Daee 201i810tl23Y1323Luther SIGNATURE: _W1. DATE: 1 0/23/2018 DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required sanitation District ❑ Received ❑ Not Required Building Division Valuation: $ April 30, 2018 RE: CERTIFICATION LETTER Project/Job # 80011514 Project Address: Brown Residence 4135 Ingalls St Wheat Ridge, CO 80033 AHJ Wheat Ridge SC Office Denver Design Criteria: Applicable Codes = 2012 IEBC/IBC 2012 IRC, ASCE 7-10, and 2012 NDS - Risk Category = II - Wind Speed = 135 mph, Exposure Category C, Partially/Fully Enclosed Method Ground Snow Load = 30 psf MP1: Roof DL = 9 psf, Roof LUSL = 21 psf (Non -PV), Roof LUSL = 21 psf (PV) Version #72.1 -1 Note: Per IBC 1613.1; Seismic check is not required because Ss = 0.23116 < 0.4g and Seismic Design Category (SDC) = B < D To Whom It May Concern, A jobsite survey of the existing framing system of the address indicated above was performed by a site survey team from Tesla. Structural evaluation was based on site observations and the design criteria listed above. Based on this evaluation, I certify that the alteration to the existing structure by installation of the PV system meets the requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally, I certify that the PV module assembly including all standoffs supporting it have been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed all requirements set forth by the referenced codes for loading. The PV assembly hardware specifications are contained in the plans/docs submitted for approval. Sincerely, Humphrey Kariuki, P.E. Professional Engineer T: 443.451.3515 email: hkariuki@tesla.com T = 5 L n Digitally signed by Humphrey Kariuki Date: 2018.04.30 15:59:35 1� 11 Clity of Wheat Ridge �X/0r1 l�gD,v` . 0 Tesla, Inc. 3055 Ciearview hay. San Mateo_ CA 94402 p 650 638 1028 f 650 938 1 —, Version #72.1 - 1 HARDWARE DESIGN AND STRUCTURAL ANALYSIS RESULTS SUMMARY TABLES Landscape Hardware Hardware - Landscape Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP1 72" 24" 39" NA Staggered 57.0% Portrait Hardware Hardware - Portrait Modules' Standoff Specifications X -X Spacing X -X Cantilever Y -Y Spacing Y -Y Cantilever Configuration Uplift DCR MP1 48" 19" 64" NA Staggered 1 62.3% Mounting Plane Roof Pitch Qualification Results (Degrees) Member Evaluation Results MP1 20` Member Analysis OK Refer to the submitted drawings for details of information collected during a site survey. All member analysis and/or evaluation is based on framing information gathered on site The existing gravity and lateral load carrying members were evaluated in accordance with the IEBC and the IBC. Tesla, Inc. T n 5 L_ 3055 Ciearvaew'hay San Mateo CA 94402 p 650 638 1028 f 650 638 1 029 ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. THIS SYSTEM IS GRID-INTERTIED VIA A UL -LISTED AC ALTERNATING CURRENT POWER -CONDITIONING INVERTER. BLDG BUILDING 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. CONIC CONCRETE 3. A NATIONALLY -RECOGNIZED TESTING LABORATORY DC DIRECT CURRENT SHALL LIST ALL EQUIPMENT IN COMPLIANCE WITH EGC EQUIPMENT GROUNDING CONDUCTOR ART. 110.3. (E) EXISTING 4. WHERE ALL TERMINALS OF THE DISCONNECTING EMT ELECTRICAL METALLIC TUBING MEANS MAY BE ENERGIZED IN THE OPEN POSITION, A SIGN WILL BE PROVIDED WARNING OF THE �, FSB FIRE SET -BACK �► GALV GALVANIZED GEC GROUNDING ELECTRODE CONDUCTOR HAZARDS PER ART. 690.17.City 5. EACH UNGROUNDED CONDUCTOR OF THE of -� WhCat pidge GND GROUND MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY COMMUNM DEVEuIPMENr HDG HOT DIPPED GALVANIZED PHASE AND SYSTEM PER ART. 210.5. APPROVED 1 CURRENT 6. CIRCUITS OVER 250V TO GROUND SHALL COMPLY Imp CURRENT AT MAX POWER WITH ART. 250.97, 250.92(8). Reviewed for Code Compliance Isc SHORT CIRCUIT CURRENT kVA KILOVOLT AMPERE 7. DC CONDUCTORS EITHER DO NOT ENTER BUILDING OR ARE RUN IN METALLIC RACEWAYS OR kW KILOWATT ENCLOSURES TO THE FIRST ACCESSIBLE DC A// � LBW LOAD BEARING WALL DISCONNECTING MEANS PER ART. 690.31(E). P ns Ex miner Date MIN MINIMUM 8. ALL WIRES SHALL BE PROVIDED WITH STRAIN valid of mii:Thtlssuanwa opermitor rovalo I fpiansspec:ficahoto (N) NEW RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY anp oM computations shop not be O perm/t joy, w On Opproval Of, any InalOhOn t0 NEUT NEUTRAL UL LISTING. ony of the provWwu of the baikt:. g code a, of any city ardmances Permits NTS NOT TO SCALE 9. MODULE FRAMES SHALL BE GROUNDED AT THE presum,ng to givr outhority to woiale o• roue! the provist" of the SWIdrtg OC ON CENTER UL—LISTED LOCATION PROVIDED BY THE codes orcthttordmono[tofthe crgjiviinot bevuhat Z76 PL PROPERTY LINE MANUFACTURER USING UL LISTED GROUNDING P01 POINT OF INTERCONNECTION HARDWARE. PV PHOTOVOLTAIC 10. MODULE FRAMES, RAIL, AND POSTS SHALL BE �Q SCH SCHEDULE BONDED WITH EQUIPMENT GROUND CONDUCTORS. ....tee- S STAINLESS STEEL �7 STC STANDARD TESTING CONDITIONS TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT VICINITY MAP INDEX Vmp VOLTAGE AT MAX POWER Voc VOLTAGE AT OPEN CIRCUIT W WATT' 3R NEMA 3R, RAINTIGHT Sheet 1 COVER SHEET •fi fi 4t i 1 -- Sheet 2 SITE PLAN Sheet 3 STRUCTURAL VIEWS _ M ;J ' s , Sheet 4 UPLIFT CALCULATIONS t Sheet 5 THREE LINE DIAGRAM LICENSE GENERAL NOTES ' ': Cutsheets Attached City Q 1 _ TYPE EC # 8041 1. ALL WORK SHALL COMPLY WITH THE 2012 IBC AND 2012 IRC. '' Vvhe2t 2. ALL ELECTRICAL WORK SHALL COMPLY WITH 2. = I; I ,, I t Rid THE 2017 NATIONAL ELECTRIC CODE.i- R MODULE GROUNDING METHOD: ZEP SOLAR - - -- - - - — -- - REV BY DATE COMMENTS AHJ: Wheat Ridge REV A NAME DATE COMMENTS I, UTILITY: Xcel Energy (CO) CONTAINED AL -THE INFORMATION HEREIN Ioe NUMBER: J B-80011514 00 CUSTOMER DESCRIPTION: DESGN: USED FOR THE CONTAINED SHALL NOT EXCEPT TESLA INC., NOR BENEFIT OF ANYONE EXCE'rSTEM: JUSTIN BROWN BROWN RESIDENCE Nathan James T 5 L S SHALL IT BE DISCLOSED IN WHOLE OR IN MOUNTING ZS Comp V4 w/ Flashing Insert 4135 INGALLS ST 4.75 KW PV ARRAY E n PART TO OTHERS OUTSIDE THE RECIPIENTS WHEAT RIDGE CO 80033 NODDLES: ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE (16) Hanwha Q—Cells # Q. Peak— G4.1/SC305 SHEET: REV: DATE: TESLA EQUIPMENT, WITHOUT THE WRITTEN PAGE NAME: INVERTER: PERMISSION OF TESLA INC. 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SHINGLE (E) ROOF DECKIN( 5/16" DIA STAINLESS STEEL LAG SCREW (2-1/2" EMBED, MIN) CC" I i I"ll./1L I" V J1 V C V 1 C V V J V NTS (E) RAFTER CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. JOB NUMBER: J B-80011514 00 MOUNTING SYSTEM: ZS Comp V4 w/ Flashing Insert MODULES- (16) ODULES(16) Hanwho Q—Cells # Q.Peak—G4.1/ INVERTER: Delta # Solivia 3.8 TL INSTALLATION ORDER LOCATE RAFTER, MARK HOLE (1) LOCATION, AND DRILL PILOT HOLE. C2) ATTACH FLASHING INSERT TO MOUNTING BLOCK AND ATTACH TO RAFTER USING LAG SCREW. INJECT SEALANT INTO FLASHING (3) INSERT PORT, WHICH SPREADS SEALANT EVENLY OVER THE ROOF PENETRATION. CINSTALL LEVELING FOOT ON TOP (4) OF MOUNTING BLOCK & SECURELY FASTEN WITH BOLT. CUSTOMER: JUSTIN BROWN 4135 INGALLS ST WHEAT RIDGE, CO 80033 BROWN RESIDENCE 4.75 KW PV ARRAY PAGE NAME STRUCTURAL VIEWS x,00 Ll G V STAMPED & SIGNED FOR STRUCTURAL ONLY Nathan James SHEET: REV: DATE- 3 ATE3 5/16/2018 City of Wheat Ridge it- . 1�1 a`79 D' -1 o T=SLn 8LOZ/9L/S 5 W dWa 3N11 33NH1 11 9'£ DIA110S DI1 'ONI VIS31 30 NOISSIVROd 31V0 A3a 133HS 311VN 39Vd NMW 3H1 1nORIPA '1N311d1nb3 V1531 3ALLD3dS38 3H1 3O 3Sn ONV 31VS 3H1 So�OS/L'40—lDad'0 # SII93-0 DgMUDH (91) ��008 00 30al� 1V3HM 7ST100" RIVA NOLL03NNOD NI 1d3DX3 'NOILVZINV080 S,MW103a 3H1 MEMO Sa3H10 01 INYd }Jasul 6UlgSD13 /M 4A dwo0 SZ ,lt/�� d �d Mil �L'� 1S S��dONI 5� l� NI NO 31DW NI 03SO-OSIO 38 11 IIVHS Li 30N30ISM NMONB NMONB Niisn' ►a1s�s�NUNno" a0N3H'OI80JNI S�nd38 ON11VHS03Nro1N0a s9wDr uDgIDN :ND630 :NOLLdWS30 3Gr101Sf1O 00 t[911002—or •ae"nN BT N1383H NOLLVWa03NI 3H1 - 1VLLN30UNOO JoXgNiQ a6p!N ;eayM 1x13 .4/£ 4N PPDDO(l) DCIV L'8L =dwI DCIA96'09Z = dwA O93 uaaI 'Z-WRL '0l# mv( l) O p.L(}(� DCIV 89'61 = DSI DCIA4COL£ = *00A 1-18 'A009 'anM Ad '01# DMV (Z) 1N3 .4/f :7!� }!nDliwJ(I) - 539/�`J3 xJ 'Z-Nh1H1 'B# JMtl(t) - . _ ... 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--- � SOLAR PHOTOVOLTAIC ARRAY(S- L- - - - - - - - - - - - - - - - - - - - - - - - - - J PHOTOVOLTAIC BACK -FED CIRCUIT BREAKER IN MAIN ELECTRICAL PANEL IS AN A/C DISCONNECT PER NEC 690.17 OPERATING VOLTAGE = 240V JB -80011514-00 GktY of Wheat Ridge 64��d/n9 losoc CONFIDENTIAL - THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT TESLA INC., NOR SHALL IT BE DISCLOSED IN WHOLE OR IN PART TO OTHERS OUTSIDE THE RECIPIENTS ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE TESLA EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF TESLA INC. .TOB NUMBER: J B-80011514 00 CUSTOMER: DESCRIPTION: JUSTIN BROWN BROWN RESIDENCE 4135 INGALLS ST 4.75 KW PV ARRAY WHEAT RIDGE, CO 80033 PAGE NAME SITE PLAN PLACARD DESIGN: Nathan James T 5 L n MOUNTING SYSTEM: ZS Comp V4 w/ Flashing Insert MODULES (16) Hanwha Q—Cells # Q.Peok—G4.1/SC305 SHEET: REV: DAIS: 6 5/16/2018 INVERTER: Delta # Solivio 3.8 TL u0409uu00a91ul 10 lulod :(IOd) aa;alN 4IRn :M) i9lua0 peol :(01) ;oauuoosla 0a p9;eJ69Jul ullM aa}Janul :(/WI) �,�� }lnpuo0 una joua}ul :(01) 's joauuoosla 0a :(0a) Wed uol}nglj3s!a :(a) a6pw oeaw xo8 jaulgwo0 :(80) ;lnpuo0 :(0) loauuoosla 0t/ :(0b') 19S legel algeldeooe 301A3(1 1N3n:2 0 13n0 SIHl 3-LVOO-13H lON Oa Z'a'Z6'90L 03N N01103NN00 lndln0 2i31213nN1 :apo0 Jad (lod) 9NIN JVM V :uolleool lagel aq;ou ll!m su6ls u911laanpueH b9'069 03N -spieoeld payola Al;uauewied :apo0 gad juelslsai iay;eam aq lleys spaeoeld pV (IOd) (0b') :uoileool lagel a3aNnmj9Nn NOI11SOd 330 3H1 NI (1=100 :13N3 J,110V&NV (1330X3 lON INNS 38 AVW S3(1IS (1VOI (INV (13ZIOH1 IND 381.VW (INV (13(1NnOdE)Nn 3NII H108 NO SIVNIMJ31 3'L 6'069 03N SIVNIW2i31 HOn011ON Oa W00 dad QaVZVH NDOHS 0Ri10313 :apo0 gad (IOd)(OV) (IOd)(OV) 9NIN2JVM V :uoileool lege-1 (AN0 (0(1) aq;ou ll!m su6ls u911laanpueH b9'069 03N -spieoeld payola Al;uauewied :apo0 gad juelslsai iay;eam aq lleys spaeoeld pV (IOd) (0b') :uoileool lagel a3aNnmj9Nn 8'£ 6'069 03N J,110V&NV (1330X3 lON INNS SI b312EIANI (13ZIOH1 IND 381.VW (INV (13(1NnOdE)Nn 8'£6'069 a3N N3HM a3Sn 38 Ol 32JV W31SAS OIV110nOlOHd W00 dad (3)S£'069 03N SIHl 30 S2i010n(1N00 00 3Hl (IOd)(OV) :apoa gad CZJVZVH NOOHS 01H103I3 :uoileool lagel (AN0 (0(1) JNM:JVM V :uol;eool lagel :uol;eool lagel (0)99'069 030 Min s :9po0 gad - - -- • £9'069 03N (/WI) • . • - :apo0 gad :uoileool lege-1 (/WI) (0(1) uoileool lagel iivssne jo 8'£ 6'069 03N J,110V&NV (1330X3 lON INNS :apo0 gad 301n30 iN3aHn02i3n0 AlddnS `S301n3(1 (ANNOG) NIVW SNI(1nI0X3 1N3i i2in0 2i3n01IV 30 SNUV2i :uopool lagel X9'069 Mol ,S302inOS 3IdI1InW AS (13-1 1N3Wdiwi SIHl £'9' 6£'069 03N W WOO asd P0 WOO d J N I :JVM V (ar)(e0)(0) :uol;eool lagel Rapid for Delta 11 Shutdown Device � 3.07.6 TL Inverters Delta's Rapid Shutdown Devices provide an automatic disconnect of 60OVDC residential or small commericial PV array system, fully compliant with the Rapid Shutdown requirements of NEC 2014 article 690.12. It is compatible with Delta's single-phase residential inverters. KEY FEATURES • NEMA 4X Protection • Compact and Lightweight • Rack Mount Installation • Fast Connect with PV Connectors • Compliant with NEC 2014 article 690.12 PLC Communication (Model RSS-600 1-1 only) C US www.delta-americas.com Model RSS-600 4-2 Connection Diagram: QGOIVA", fnCOMPt•�ev C US Technical Specifications Input Ratings Output Ratings General Data -------------------- DELTA RAPID SHUTDOWN BOX ON ROOF WITHIN 10' OF PV will w:u-relrrc .n ru y DCP1.AC Ac --• DcPv. - ----- One conduit BREAKER GRID Ac for all wiring 5V SIGNAL 600V DC 600V DC 1 4 20A 10A N/A 15A 1 2 20A 20A 25A 25A 10 AWG 12-6 AWG N/A 3/4" (two holes) PLC Signal 5V Signal Wire N/A 600V N/A 24-14 AWG 7.87 x 5.91 x 2.09 ( 200 x 150 x 53) 12.44 x 10.04 x 2.16 (316 x 255 x 55) 2.86lbs (1.3kg) 6.6lbs (3.Okg) MC -4 PV Connector or Amphenol H4 PV Connector MC -4 PV Connector or Amphenol H4 PV Connector MC -4 PV Connector or Amphenol H4 PV Connector Screw Terminal Blocks -40 - 158-F (-40 - 70°C) -40 - 158-F (-40 - 70°C) -40 - 185-F (-40 - 85°C) -40 - 185-F (-40 - 85°C) 0-100% 0-100% 2000m above sea level 2000m above sea level 10 Years 10 Years Standard Compliance ProtectionEnclosure NEMA 4X M UL 1741, CSA 22.2 107-1 NEC 2014 Article 690.12 Delta Products Corporation, Inc. 46101 Fremont Blvd. Fremont, CA 94538 Sales Email: Inverter. Sales@delta-corp.com Support Email: Inverter. Support@delta-corp.com Sales Hotline: +1-877-440-5851 or +1-626-369-8021 Support Hotline: +1-877-442-4832 Support (Intl.): +1-626-369-8019 Monday to Friday from lam to 5pm PST (apan from Holidays) www.delta-americas.com/solarinverters NEMA4X UL 1741, CSA 22.2 107-1 NEC 2014 Article 690.12 city Of Wheat Ridge AELTA , 6". -OP /79 DNNS o�s�r+a 6�p VII 3Y v afp� y �eayM (sRupgoH wO4 pude) lSd wd 9 01 we L wal 6eppd 01 6epuOA 6109-696-939-1+ (11.1) poddnS 6 E8h-244-LL8-L+:aw110H poddnS I309 -69E -939-L+ )o L98S-044-LLB-1+. euploH se!eS w__Ellap&p0ddnsvapenul :I!ew3 poddnS W03 —e1!ap�Dsa!es iapanui :I1ew3 sales 96946 VO'luoway 'PM9l l--w—w LOL90 -out `uoltcjodjo j I*npmd e480 Jo sjeaA OL AJ.NVUkdVM L4S L3331 'wegdwo0 OMM ' LZ a!nH e!wopleO (AmnovV % L I—) LZ LO ISNV (SSH 1HtlWS 41!M) ZL'069 03N'SSHAd OHO L4LL In L L'069 03N `(L Gal) 8669L In 9 sse10 S L Ved 00d CL49L 3331'LVSL 3331 OHO tYLt ln'SE'06903N 966 L In L0- CLO CON Z-ZZO VS0 'uO4!P3 PUMAS LbL t l n Is!w 48S L t-2.99009 031 'X4 WON S3AIl03tl10 I SOUVONV1S wnu!wnjV lseoe!0 001 au!l-4'SO31 E aa962 (9.069 03N (A 6u!Pr 3W) -ddOO 9 9MV - Z t DMV xoq uo!loeuuoo u! sjeu!uuel 6uuds tO shed q xoq uopoeuuoo u! sjeu!uual 6uuds to sned Z (S L'0 LE 03N Ol 6u!P-OOV ) JaddOO 9 DMV - Z L DMV xOq UO.40auuoo UI sjeu!wlel 6uuds uOuoewoO IeltgeN A S'6Z) sq 0-99 (6)f S'6 L) sqf O'Eb (ww 9 LZ x L09 x 099) u! 9'9 x 9'S L x 9'9Z (ww 9 tZ x Lob x 56l') u! 5-9 x 9-9 L x S'6 L NOIS30 IV3INVH33IN Jenq ees enoge wWOZ %OOL-0 (0.59 - 04-) J.99L - 01, (0o09) doZZ L anoge &WI&P I (O.OL-9Z-) da99t - £ t- A06Z @ %SL6 / A90Z 0 %S'L6 %96 NOI1VDId103dS IVH3N39 wl @7 Mcp OS' 099'0 - 66-0 < %C> MS•L- ZH O'E9 - O'LS ZH S'09 - E'69 ZH 09 A OYZ @7VL'LE A04Z<0 VTLZ A04Z0V9'LZ AOYZ@V9'SL A04Z0 V9ZL /A 90Z@V L -t£ /A9OZ @VL'LE /A 9OZ ODI tl O'YZ /A90Z0V9'SL /A 90Z PSV 4'VL A OVd @7 A99Z- L2/A90Z 0A9ZZ-ESI A 04Z @ M 009L A o4Z 0 M 0099 A 042 0 M OOZS A 04Z @ M 009E A 042 @ M OWE / A 9OZ @ M 0099 / A 902; @-i M 0099 / A POZ @7 M GUS / A 9OZ @ M 00££ / A 90Z @ M OOOE M 009L M 0099 M 009 M 009E M 000E (ov) lndlno 4 Z Z L IRwalul S't M 0095 M WOS M WZ4 - RM -4 ddLN Dad V O'SZ JGVa4 ddW Dad V O'OZ V 0'0Z tl 0'9 L A OOS - OOZ A OSS - S9 A 09E A 009 (00)1ndNl 719'LYfAt-R155__,z �...,�J,�YIMOS._,d AlioaeloS ao} laayseje(] saaIJanul JUIOS Ulla(] sn 3 L l'069 (]3N / (6 adl(i)86696 -in/ Pals!i (]30 / l ZtLS L 3331 / LbS l 3331 / Lvz l in jy6ian qbq pue loedwoo (M�9,L / M�9.9 / M)iZ-5) 1ddA len(] 6u11000 UOIIDanuo(] leinIEN uoiloaloid uolsoaaoo lsin Iles snld XV VAIN (uogdnijajul jimio;Ined ojt/) IOdd palei6alul . %9-Z6 :Aou@10'-43 (]33 u61H (3o0/ 5Z) do854 - Cl- :abusa ainjejadwal 6ul�ejadp ap!M . A099 - 98 :06uea a6e}Ion 6ulleaadp ap M Mei 9'L `W 9'9 `MSI Z'S `W 8'E :(�i) ssaIaawaoIsueal SaaIaanuI JUDOS n CO A}I'JppS o v �< SoiafCity ZepSolar .ZS Comp for composition shingle roofs Next -Level PV Mounting Technology '"'SOiafClty ®pSolar Components i Next -Level PV Mounting Technology Mounting Block Array Skirt Part No. 850-1633 Part No. 850-1608 or 500-0113 Listed to UL 2703 Listed to UL 2703 Interlock Part No. 850-1388 or 850-1613 Listed to UL 2703 J" tp f * Flashing Insert Grip Ground Zep V2 Part No. 850-1628 Part No. 850-1606 or 850-1421 Part No. 850-1511 Listed to UL 2703 Listed to UL 2703 Listed to UL 467 and UL 2703 Q°°MVAT�b Description - PV mounting solution for composition shingle roofs Works with all Zep Compatible Modules Auto bonding UL -listed hardware creates structural and electrical bond ZS Comp has a UL 1703 Class "A" Fire Rating when installed using modules from any manufacturer certified as "Type 1" or "Type 2" Captured Washer Lag End Cap V� LISTED Part No. 850-1631-001 Part No. Specifications 850-1631-002 (L) 850-1586 or 850-1460 850-1631-003 (R) 850-1588 or 850-1467 • Designed for pitched roofs 850-1631-004 Installs in portrait and landscape orientations • ZS Comp supports module wind uplift and snow load pressures to 50 psf per UL 2703 • Wind tunnel report to ASCE 7-05 and 7-10 standards • ZS Comp grounding products are UL listed to UL 2703 and UL 467 • ZS Comp bonding products are UL listed to UL 2703 • Engineered for spans up to 72" and cantilevers up to 24" • Zep wire management products listed to UL 1565 for wire positioning devices Leveling Foot Part No. 850-1397 zepsolar.com zepsolar.com Listed to UL 2703 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solar's sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolars products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. Document # 800-1839-001 Rev D Date fast exported: April 29, 2016 11:22 AM V# DC Wire Clip Part No. 850-1509 Listed to UL 1565 This document does not create any express warranty by Zep Solar or about its products or services. Zep Solara sole warranty is contained in the written product warranty for each product. The end-user documentation shipped with Zep Solar's products constitutes the sole specifications referred to in the product warranty. The customer is solely responsible for verifying the suitability of ZepSolars products for each use. Specifications are subject to change without notice. Patents and Apps: zspats.com. 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Letter 303 Roof Sheathing 104 Foundation Setback Cert. 305 Insulation 105 Stem Walls 306 Mid -Roof — / -7 106 Foundation wall Insulation 307 Metal / Lath / Stucco Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials 301 Rough Framing 201 Electrical / Cable/ Conduit 302 Wall Sheathing 202 Sewer Underground Int. 303 Roof Sheathing 203 Sewer Underground Ext. 305 Insulation 204 Plumbing Underground Int. 306 Mid -Roof — / -7 205 Plumbing Underground Ext. 307 Metal / Lath / Stucco 206 Water Underground 309 Rough Electrical Commercial Do Not Cover Underaround or Below / In -Slab Work Prior To Anoroval Of The Abo� Rough Inspection Date Inspector Initials 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof — / -7 307 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 Co+r►ments Co � � �r"ents �e Ihspe�tiohs ��nts DRESS Inspector Date Initials action (continued) Aechanical Residential Mechanical Commercial Furnace iter tank ,II screw and Nail ure board I shower walls ,h Grading ellaneous Spections s Meter Release gal Electrical Residential nal Electrical Commercial nal Mechanical Residree ictal final Mechanical Com final Plumbing Residential sinal Plumbing Commercial Final Roof Final WindowlDoor LandscapelParklPlanning* rks** z RowlDrainag elPublic W o lain Inspection** 3 Flood p i4 Fire Insp. I Fire Protection*** 15 Public Works Final** * 16 Storm W ater Mgmt. 117 Zoning Final Inspection, JOB CODE: �— "c=omments Inspector I Comments Date Ir, +gals a.� 1� 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. Final InspectioPublic Works, Fire and Building 418 Building roved by Planning, ust be completed and aPP royal of the Final Building In does not Note: All items m ancy is issued. APP before a Certificate of Occup ancy constitute authorization of Occupancy. be sure that rough inspections are completed by the Fire District and For LowV oltage permits pleas voltage by the Building Division. Electrical low i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 6103 - ," , I Job Address: 3S' 54 - Permit Number: 0 i-7 O g S_ -7-7 ❑ No one available for inspection: Time -3 1 �M Re -Inspection required: Yes ED When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 11 &F 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: `/ c 9 - 1 Job Address: L -I 13 'q- S,. Q _n //< S Permit Number: o c /-7 © 47 S' '7- -7 ij jo - -/ c�_ d d -e. i s e + 4 -or- 1 n s pe c 4on . ❑ No one available for inspection: Time 9=1/9 AM PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: i / a /)13 Inspector: -T-b DO NOT REMOVE THIS NOTICE -�p V i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 0_62 Job Address: I -3 L „ J /s S4 - Permit Number: 2 E) f -7 0 9!7_ —7-7 ❑ No one available for inspection: Time07 AM PM Re -Inspection required: Yes No , When corrections have been made, call for re -inspection at 303-234-5933 a Date: / 2 4% — Inspector: —t-6 DO NOT REMOVE THIS NOTICE Nil City of Wheat Ridge Residential Roofing PERMIT - 201709577 PERMIT NO: 201709577 ISSUED: 12/14/2017 JOB ADDRESS: 4135 Ingalls ST EXPIRES: 12/14/2018 JOB DESCRIPTION: Residential reroof remove and install Owens Corning Quarry Grey Asphalt Shingles with 28squares. Pitch=5/12. House and Garage. *** CONTACTS *** OWNER (303)883-1145 BROWN JUSTIN SUB (720)345-8802 Gary Dexter 170486 JRC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,196.00 FEES Total Valuation 0.00 Use Tax 151.12 Permit Fee 172.60 ** TOTAL ** 323.72 *** 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. s d 4 City of Wheat Ridge Residential Roofing PERMIT - 201709577 PERMIT NO: 201709577 ISSUED: 12/14/2017 JOB ADDRESS: 4135 Ingalls ST EXPIRES: 12/14/2018 JOB DESCRIPTION: Residential reroof remove and install Owens Corning Quarry Grey Asphalt Shingles with 28squares. Pitch=5/12. House and Garage. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codand all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of throthis perfurtherattthat I am leg ally authorized to include alI entities named within this document as parties to the work to be performed that all work t� disclosed in this document and/or its' accompanying approved plans and specifications. N1 Iq Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issupcedor granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any aplica a o` a or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. .4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. enia Reimer ao 1 � 0 �5 -7 From: no-reply@ci.wheatridge.co.us Sent: Wednesday, December 13, 2017 5:39 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 Property Owner Name 4135 ingalls street justin brown Property Owner Phone 303-883-1145 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Field not completed. Address Do you have a signed Yes contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed brown contract.pdf Contract CONTRACTOR INFORMATION Contractor Business JRC Exterior Solutions Name j Contractor's License 170486 / Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 303-916-1488 11684 granby street brighton co 80603 Contractor Email Address g.dexter@yahoo.com Retype Contractor Email g.dexter@yahoo.com Address DESCRIPTION OF WORK TOTAL SQUARES of 8 the entire scope of work: Project Value (contract value or cost of ALL materials and labor) Are you re -decking the roof? Is the permit for a flat roof, pitched roof, or 5700 1 '� q 4 0 0 Im Pitched roof (2:12 pitch or greater) 2 both? (check all that apply) What is the specific pitch 5/12 of the PITCHED roof�— How many squares are 28 part of the PITCHED �- roof? Describe the roofii19---- .- owens corning quarry grey materials for the, PITCHED roof - Type of material f the Asphalt ' PITCHED roof - Provide any additional house and garage detail here on the description of work. (Is this for a house or garage? Etc) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to 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 gary dexter jr Email not displaying correctly? View it in your browser. • t i Tear Off 1 LAW- - 2 l.,a 3 Layen Utt k to L 15 1b 30 lb Par Cade lama 3 -Tab Diss aniaed Rai staat J_Calor Hompow3css Osaoe HOA : Yes No blaaafictaer's Wairrawtv 1 25 Li%time RJR Roof Jacks AN RJR Roof vats . _ _ _ � �AD va7. !ScW CW=d R* _ Lou .c:. yr :P' rL1c ir�C.c_R.siat_sstt i AraDeclxA_[� �-a _ An Ice • fv.t f1J r p _i,..,- ra'My ar..� f r w.. - ...�.. w..j .. - • w _ .. sur.. Z. -AW _ .. Ycirs _ D'a'ms of Sci�1 2-3 wvh From Rxdvias Rent 1 meek `INSURANCE CLAIMS' u mb Yom +awrUVAl. Jac EA nor Solutions Min prrf xm Zc r.;Paks of rrp:a:cmaw fiNemad by Your iastrawc :4MPwoy for the full sure of invnrance pm,-ccdc tmtt•. uithm t =y additk,, cavi to )xm ex CM far ytsar dcductit+le and inky upgrades OF addaional NorL authurwcd bl lou that arc not part W lour uaur.ntcc claim. Supplcmcntal claim:, blU bl JRC EdeftSubBW irad approscJ bl ).wr nismanx iompanl for aJduuonal uorL. mcrca+cs in o%q. iquxc. linear. anJ tinct c nt rxtra�. and grsr.rai Cots: a 11 utt:rl L Wl k prulit ac purr ail dib wnum:t -b 11 tn.y arc culUALO d b.:rua JRC Exterior Solutions shall xllco the fust initial i surancc pal mcnt i»urd % ltwr propatl and ca+uzl'l insurance c str„aa3 n jou bast thr rj;,a to mcind this cvatrna and obtain is full rrfumi t+f any drpusit wahm 772 hours dkrcckft ft CMUMi In If you clan M use the proceeds of a propMy and caatattY in -5t ante rolicy to PRY fir the MW tna- id this contract within 72 hours aticr you recti -a wrimn notice front the prxverty and casualU insurer that) our claim has been dcnw in whole or in part t bwestr, IRC ERertor Solutiast is rntittcd to main pal mrnts ar deptwits to a mprsnatc Jt;C Extortor Som for rwfing woks actually perf umcd w a ujA=; iW t: man= consistent w uh Standard roofing iaduAr) ps+txi::cs. 04 JRC Exterior Solutions cannot pay, waive, rebate, or promise to pal, v aise rr tebaee an or pan of ant- insurance deduuble n at applicable to the insurance claim for pa}ntent for roofing wort on your propert3. t'mperty t?aner is.4s tint lfdMftg to tttaxe ptg'mt"*M ftp MC Qs of s ilIM I aid t rt aft iroaraaot [ni poncy Existing Colorado statute related to property u1surance fraud (CRS .18.13.119.5) states that paying. Vk*VV%tx mbatin s pmpctZs, oMoa's igarmea dc4ta4te its a Class 2 Mft&vwmLThis biH goex AwItli r to icy that Wit K poii4 a doA baibie *xat: tgivtttlhrtratcd. he irl3trr'RnCe Mmpan3+ dors OM lam to coni the esti mite thusCMff& Will thl�i rit+tatirtg the e ptopetty rwner artlre iasttr'a array stir the bomacw far W* &MUW's relaped to same. ft Qadvewc etnasxat, or ft cost d'rlfemm trawan XPFTOB s toofhtg aids and ally lcsstt g,W% e6yrtri'" may have used to order to offset the cosi Offt dedtstahle, ccc Reronveratde damggcy wquld be case s�pcc tc r rc ' ` Pttltet7 enBfs trrc to bC pltQ by yOt r rttsttrarloe ..i�c.!'�.. Scanned by CarnScanner CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: W Si Job Address: Ll I `� _r: _ n S .4 / 1 S 9-/, Permit Number: 0 / -7 t) 6 C a a 1 ❑ No one available for inspection: Time Z.0 AM/PM j Re -Inspection required: Yes No When corrections have been made, call for re -inspection a - 4-5933 i Date: �` g /% Inspector: i DO NOT REMOVE THIS NOTICE n V N• I -h W N- F.1 P, � O N r) o a N m n w n r \ r 0 O N z n M Ph (� z O W ~ ro a n � W m O m o Fja ctH N• N pi N 0 a 5 _ Baa mwfD n � r- ct 3e rr 0 ba r''y0 O H ha m H 0 F, H rrM �V 131 h w m b n p % r- ro a HdQ H O �. zct O K to m x a �r m Nr, O <m p h r R O r m ry (] tl m R m R E o m m p ry r M � W ry m m a r R m a ro n m a e m a � m ry v a w o w w S o m �j M m b°5 a m C IL � M n w dR' m M m F h co m moo z b m m a m b to o r r R µ a a mm a w rr n ° a a m� N p p m W o ry ts ro IL ry o 1 R r p m m m ry m ry r I m R m m m ry a R H p P, m d a g, c o m < m m 1-t I OND I► L R � � , INSPECTION RECORD �� "��✓�Q1i�jt`� INSPECTION REQUEST LINE: (303) 234-5933 Occu anc /T P p x�_ Inspections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspection. contact the Fire Protection District for your project. Concrete Encased Ground (CEG) Foundation / P.E. Letter Fire Inspection / Fire Protection Dist. Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Initials Comments Electrical Comments Sewer Service 1 y� Plumbing Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspection. contact the Fire Protection District for your project. Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing 06 w 1 y� Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspection. contact the Fire Protection District for your project. Mid -Roof Fire Inspection / Fire Protection Dist. Lath / Wall Tie Final Electrical �` Rough Electric Final Plumbing Rough Plumbing/Gas Line Final Mechanical Rough Mechanical Roof / i Rough Framing Final Window/Doors _. Insulation Final Building (, 1 Drywall Screw/ Nail 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. Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspection. contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Fire Inspection / Fire Protection Dist. Final Electrical �` h Final Plumbing Final Mechanical Roof / i -- Final Window/Doors Final Building (, 1 NOTE. All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. **For Inspection Time Window Requests — Please email insptimerepuest(d)ci.wheatridpe.co.us by 8:00 A.M. the day of the inspection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather i, a /� _ %W 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: + ( 13 f` Job Address: Lq -S Permit Number: r�.L-, I a 4 o 'Z' w ------------- ❑ No one available for inspection: Time—/ 6 _'4/6AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 .tom. Date: Inspector: 4 DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: % t� V,.' _S Job Address: U I3 S� / A),5 1\ /l S Permit Number: ❑ No one available for inspection: Time 9: /7 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 _ 4 Date: "1 Inspector: DO NOT REMOVE THIS NOTICE ` � A I CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -�61Q&14k Job Address: L,I1 � 5 t v, cg U5 S ❑ No one available for inspection: Time ��3 (AM' M Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Dater 2 i— 1] Inspector: at�g (y 1 1 C'1 st3e � I DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: ZZ 3 p r Jf Permit Number: Z (.-) to 2 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes INo� * When corrections have been made, call for re -inspection at 303-234-5933 Date: ,�?/9.�'✓.�%a&�Inspector: � JIL� r DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F_ kQi r-�cc.. � "JJ h Job Address: 4135 .S . Permit Number: ❑ No one available for inspection: Time (AM1PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 n ' Date:Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division / (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M� 5 R0 9 Job Address: 4-1 3 T ti X11 S S Permit Number: 0 b 0 D �- =I • ❑ No one available for inspection: Time 9 : -/-I Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -7 Inspector: DO NOT REMOVE THIS 'NOT/CE 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: /V 0 /ki ' �06 Job Address: r35 .%N(,- ALL S S 7 - Permit Number: iro �jP 2o/&G2do;;_>- ❑ No one available for inspection: Time v Re -Inspection required: Ye No *When corrections have been m , call for re -inspection at 303-234-5933 Date: 3-1 t 7 Inspector: _074JI11- 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: D Job Address: 1 '3 !�_ N -4 1 ►'% Permit Number: ® / G 6 0 3 © Ci � /z D v ft s) 1A(Lail�F`',r09 "7`'1 U7ow j c ❑ No one available for inspection: Time AM/PM Re -Inspection require Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: ter% Inspector: DO NOT REMOVE THIS NOTICE N* 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: Jti) i ►:) Job Address: Permit Number: ❑ No one available for inspection: Time J 11 . I '�7 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: c }� � Inspector: DO NOT REMOVE �Hl,-NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /7' C n Job Address: y 1 `3 S I A-) 11)-6 t 15 T' Permit Number: :"L -G / ('. o -�)- Q 6 '- Arl- Ire V r n ❑ No one available for inspection: Time % �AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: D, Inspector: DO NOT REMOVE THIS NOTICE "t, & 1 W City of Wheat Ridge ;- Resid. Windows/Doors PERMIT - 201700145 PERMIT NO: 201700145 ISSUED: 02/01/2017 JOB ADDRESS: 4135 Ingalls ST EXPIRES: 02/01/2018 JOB DESCRIPTION: Remove & replace 3 vinyl windows. U -Factor is 0.27. No structural changes. *** CONTACTS *** OWNER (303)883-1145 DEERE KATHY SUB (888)736-6335 Adam Kaliner 160260 Power Home Remodeling Group *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,072.82 FEES Window Replacement 50.00 Total Valuation 0.00 Use Tax 55.31 {� _ ** TOTAL ** 105.31 *** COMMENTS *** *** CONDITIONS *** Windows shall comply with all applicable codes, have a .32 or better U -factor and shall be safety glazing if within a tub enclosure, less than 18 inches above the floor or within 24 inches of a vertical edge of a door. 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 thispernnrt. I further attest that I am legally authorized to include al[ entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalppermit fee. 3, If this permit expires, a new permit may be required to be obtained. ]ssuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable o or any ord' anee or regulation of this jurisdiction. Approval of work is subject to field inspection. �IIII � Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Inspection time requests will be accepted by email only. Please email requests to insptimerequestgei.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. 3 fth t 11 4 Ao) i � 00 1 Occunancv rme- NSPECTI N RECORD INSPECTION REQUEST LINE: (303) 2345933 Inspections will not be performed unless this card is posted as the project site. Call the inspection request line before 11:59 p.m to receive an inspection thebllowing business day.** Inspector Must Sign ALL Spaces pertinent to this Project Foundation inspections Date i �nRials°r Comments Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Initials Wall Sheathing Mid -Roof Lath / Wall Tie Rough Electric • Rough Plumbing/Gas Line Rough Mechanical Rough Framing Insulation City of Wheat Ridge 62/81/2817 13:54 GDBA Drywall Screw / Nail Remove 8 replace 3 v Final Inspections Date Inspector Initials GDA613913 AMOUNT BPSP 4135 Ingalls ST 185.31 Final Electrical APDL/PERMIT NO: 261788145 Final Plumbing Final Mechanical PAYMENT RECEIVED AMOUNT VS / 5273 185.31 Roof AU T H CODE: 839524 Final Window / Doors TOTAL ---------------------------------- 185.31 Final Buildina Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. I =ire Inspection / Fire Protection Dist. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. VOTE: All items must be completed and approved by Planning, Public Works, Fine and Building before a Certificate )f Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. 'or low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage the Building Division. 'For Inspection Time Window Requests — Please email insntimereauestDDci wheatridae.co.us by 8:00 A.M. the day of the spection with the property address in the subject line of the email. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather Ir or City of Wheat 'ge COMMUNITY DEVELO ENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits cDci.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # ov I � l " 01 Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. I Property Address: 4135 Ingalls St, Wheat Ridge, CO 80033 Property Owner (please print): Kathy Deere Phone: (303) 883-1145 Property Owner Email: djones@powerhrg.com Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer: N/A Architect/Engineer E-mail: Contractor: Power Home Remodeling Group Phone: Contractors City License #: pending Phone: 888-736-6335 x3440 Contractor E-mail Address: djones@powerhrg.com Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL ® 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 ❑ PLUMBING 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.) Remove & replace 3 vinyl windows. U -Factor is 0.27. No structural changes. Sq. Ft.ILF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 3,072.82 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. CIRCLEONE: (OWNER) ONTRACT or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Electronic Sienature (first and last name): 9 -e" -d- DATE: 2-1-2017 ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ National Headquarters 2501 Seaport Drive, Chester, PA 19013 888-736-6335 WWW.POWERHRG.COM Project Specifications Windows: Kitchen 1 51.0"x37.0" WINDOWS: Models SL 2700 Styles Slider Types 2 -Lite Configs None OPTIONS: Color White / White : Grid Pattern : None ( Removal Aluminum / Vinyl I Additional Details None Windows: Kitchen 2 35.0"x37.0" WINDOWS: Models SL 2700 Styles Double Hung Types None Configs None OPTIONS: Color White / White: Grid Pattern : None I Removal Aluminum / Vinyl I Additional Details None January 24, 2017 16:31 Justin Brown 32-32003 January 24, 2017 Page 2 of 2 National Headquarters 2501 Seaport Drive, Chester, PA 19013 888-736-6335 WWW.POWERHRG.COM PRODUCT SPECIFICATIONS Justin Brown 32-32003 January 24, 2017 Buyer(s)' Information and Description of the Property: Project Number: 32-32003 January 24, 2017 Justin BrownDate (303) 883-1145 (Justin's Ce//) of Agreement 4135 Ingalls St Wheat Ridge, CO, 80033 County: Jefferson Township: Buyer(s) listed above hereby jointly and severally agrees to purchase the goods and/or services listed on the accompanying specification sheets, in accordance with the prices and terms described in the Custom Remodeling and Improvement and the Product Specifications (collectively, this "Agreement"). Pre Installation Inspection Date: Your pre installation inspection is tentatively scheduled for Tue 2/7 between 1:00p and 2:00p. Windows - SL 2700 Inclusions: Includes metal reinforced meeting rails and nighttime safety locks on double hung windows only, welded corners, foam injected frames, Sashlite technology, Heatshield, Duraglass, exterior custom capping, installation, clean up and haul away of all job related debris. It is agreed and understood by and between the parties that the Product Specifications, along with the Custom Remodeling and Improvement Agreement, constitutes the entire understanding between the parties, and replace any and all prior negotiations, representations, or agreements, either written or oral. The Product Specifications may not be changed, modified, or varied in any way unless such changes are in writing and signed by both Buyer(s) and Contractor. Buyer(s) hereby acknowledge that Buyer(s) has read the Product Specifications. I have read and received each page of this 2 page agreement. Power Home Remodeling Group /01/24/17 Signature of Remodeling Consultant Patrick Pultz Buyer(s) Signature Justin Brown /01/24/17 YOU, THE BUYER(S), MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. January 24, 2017 16:31 Page 1 of 2 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line ---?,?;Or(303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:_ Job Address: Permit Number: 1 tA :a ❑ No one available for inspection: Time (: AW,,PM Re -Inspection required: Yesoj" * When corrections have been made, call for re -inspection at 303-234-5933 Date: Ins ector:-�` " p DO NOT REMOVE THIS NOTICE inn�` * # �Z�� City "-)I Date: MUNI I PlanlPennit # Building & Inspection Services Division 6t 0 7500 W. 29" Ave., Wheat Ridge, CO 80033 Plan Review Fee: Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: ID Building Permit Application 1 ,�— Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. Property Address: �1315- Property Owner (please print)� 7-1.1 Phone: 3 c)s - Property Owner Email: TR Ra --,,I P, ) q F A, 4--ir cif Vet -- Mailing Address: (if different than property address) City, State, Zip: Architect/Engineer.- c ro w 'P4 Architect/Engineer E-mail: W/ It "The 7' Phon e: 3'k- . C 0 Contractor: rk) Contractors City License #: Phone: 36� Contractor E-mail Address: bb o c o vAj V Sub Contractors: Electrical:'T-Tt-t'n,'V_K I'A'Plumbing: Mechanical: eLee—L 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 information on BOTH sides of this form ❑ COMMERCIAL RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ 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 neve condition, appliance size and efficiency, type and amount of materials to be used, etc.) ( iaa-- ( Project Value: (Contract value or the cost of all materials and labor included in the entire project) x 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, casements 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. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE.. (OWNER) (CONTRACTOR) g t„(AUTHORIZED REPRESENTATIVE) gf(OWNE) (CONTRACTOR) Electronic Signature (first and last name): ��” t DATE: f — f- %. DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: Reviewer: BUILDING DEPARTMENT OMM NTS - Reviewer: Reviewer: -// 7� "'V Building Division Valuation: $ AMERICAN FAMMY American Family Insurance t. December 06, 2016 BROWN, JUSTIN 4135 INGALLS ST WHEAT RIDGE, CO 80033-5126 Claim Scanning Center 6000 American Parkway Madison, WI 53783-0001 Ph: 800-642-6326 Ext. 22852 tfenimor@amfam.com Fax 866-585-2786 Claim Number: 00865051409 Date of Loss: 2/3/2016 The attached estimate of damages has been prepared for your property. The estimate has used common prices for labor and material from your area. Enclosed is our draft for the actual cash value (today's replacement cost less depreciation) of your damaged property. For Dwelling and Structure damages, we may have included your mortgage company, COLORADO HOUSING FINANCE AUTHORITY ITS SUCCESSORS AND/OR ASSIGNS, on the draft as required by your policy. Replacement Cost Value Less Recoverable Depreciation $22,347.52 ($3,812.64) Total ACV Settlement Less Advance Payments Total Outstanding ACV Settlement 1 Less Non Recoverable Actual Cash Value (ACV) Depreciation Replacement Cost Value Less Recoverable Less Non Recoverable Actual Cash Value (ACV) Depreciation Depreciation $2,940.00 $2,940.00 Less Deductible ($1,000.00) Less Amount Over Limits) ($1,260.00) Total ACV Settlement $686.00 Summary For Contents Replacement Cost Value Less Recoverable Less Non Recoverable Actual Cash Value (ACV) Depreciation Depreciation $738.81 $738.81 Total ACV Settlement $738.81 Less ACV Payments Made ($738.81) Total Outstanding ACV Settlement $0.00 AMERICAN FA sUY American Family Insurance Group 9=1 Replacement Cost Value Less Recoverable Less Non Recoverable Depreciation Depreciation $31,787.52 ($8,953.44) Tota A Settlement Less Advance Payments Total Outstanding ACV Settlement Replacement , TO*� - ' n , rIncurred Less NonRecoverablie- Depreciation ($4,157.84) Replacement Cost Value Less Recoverable Less Non Recoverable Depreciation Depreciation $29,252.91 ($7,071.31) Total ACV Settlement Actual Cash Value (ACV) $22,834.08 $22,834.08 ($20,062.56) $2,771.52 Actual Cash Value (ACV) $0.00 $0.00 Actual Cash Value (ACV) $22,181.60 $22,181.60 $25,633.12 See the enclosed estimate for details of your settlement which may include other itemized details not shown above. If you wish to make a claim for the recoverable depreciation amount, you must do TWO things: 1. You must have the item(s) replaced or repaired within one year from your date of loss. *Exception: Georgia and Washington policies ONLY - Please refer to your policy language as well as the section of this estimate titled Claiming Recoverable Depreciation following the Estimate Recap or Coverage Limit Details sections. 2. You must submit a final repair bili or purchase receipt showing the item(s) has been repaired or replaced. The attached estimate is what we expect to be the reasonable cost to repair or replace the property. This estimate may not include permit fees. If total charges for repair/replacement plus permits exceed the amount shown here for that repair/replacement, prior to any deductible, then additional amounts may be payable. If the actual cost is more or less, the final payment will be adjusted accordingly. If you wish, you may repair or replace with higher quality items, however, you will be responsible for any increase in cost. Please refer to your policy under either CONDITIONS - SECTION I or HOW WE SETTLE LOSSES - SECTION I for further details on determining your loss settlement. Please present this estimate to a contractor or repair facility of your choice BEFORE you authorize the start of repairs. If any additional damage or costs are identified, for which you believe we should be responsible, they must be approved by a representative of American Family Insurance prior to having the additional work done. If you, your contractor, or repair facility have any questions, please contact us at (800) 692-6326 x 22852. BROWN, JUSTIN 00865051409 12/6/2016 Page: 2 American Family Insurance Group American Family Insurance appreciates your business. Thank You, Terry Fenimore BROWN, JUSTIN 00865051409 12/6/2016 Page:3 ERKAN FAMILY American Family Insurance Group Insured: BROWN, JUSTIN 4135 INGALLS ST WHEAT RIDGE, CO 80033-5126 Claim Rep.: Terry Fenimore Estimator: Terry Fenimore Coverage Dwelling Dwelling - Code Upgrade Dwelling - Trees, plant and shrubs landscaping Contents Dwelling Extension Dwelling Extension - Code Upgrade Detached Garage Additional Limit Debris Removal Additional 5% Added Coverage 20% Date Contacted: 2/4/2016 12:00 PM Date of Loss: 2/3/2016 1:00 PM Date Est. Completed: 12/6/2016 8:10 AM Price List: CODE8X_FEBI6_I Restoration/Service/Remodel Sales Taxes: Material Sales Tax @ 7.500°% Manuf. Home Tax C , 7.500% Storage Rental Tax ci 7.500% Local Food Tax (a 4.600% Overhead: 10.0% Profit: 10.0% Phone: (303) 883-1145 Type of Loss: Fire Deductible Policy Limit $0.00 $277,400000 $0.00 Shared with Dwelling $1,000.00 $13,870.00 $0.00 $208,100.00 $0.00 $33,288.00 $0.00 Shared with Dwelling Extension $0.00 $35,160.00 $0.00 $0.00 $0.00 $0.00 BROWN, JUSTIN 00865051409 12/6/2016 AMERlei _:N ==—Ly American Family Insurance Group Estimate Recap For Dwelling Extension Recoverable Non-recoverable Description RCV Depreciation Depreciation ACV BROWN, JUSTIN 00865051409 12/6/2016 Page:5 Estimate Recap For Dwelling Recoverable Non-recoverable Description RCV Depreciation Depreciation ACV Main Level Kitchen 12,594.86 39.12 0.00 12,555.74 Main Level Living Room 5,140.25 3,338.45 0.00 1,801.80 Main Level Stairs 26.08 0.00 0.00 26.08 Basement Family Room 1,331.55 241.33 0.00 1,090.22 Dwelling Exterior 1,852.24 192.74 0.00 1,659.50 Mitigation 1,387.10 0.00 0.00 1,387.10 Labor Minimums Applied 15.44 0.00 0.00 15.44 22,347.52 3,811.64 0.00 18,535.88 Estimate Recap For Dwelling - Trees, plant and shrubs landscaping Recoverable Non-recoverable Description RCV Depreciation Depreciation ACV Landscaping 2,940.00 0.00 0.00 2,940.00 2,940.00 0.00 0.00 2,940.00 Estimate Recap For Contents Recoverable Non-recoverable Description RCV Depreciation Depreciation ACV Contents 738.81 0.00 0.00 738.81 738.81 0.00 0.00 738.81 Estimate Recap For Dwelling Extension Recoverable Non-recoverable Description RCV Depreciation Depreciation ACV BROWN, JUSTIN 00865051409 12/6/2016 Page:5 LmEiRicAN mwy American Family Insurance Groug Detached Garage 18,048.35 6,250.03 0.00 11,798-32 Detached Garage - Detached Garage 10,123.75 2,643.62 0.00 7,480.13 Garage Roof 3,615.42 59.79 0.00 3,555.63 Demolition 31,787.52 8,953.44 0.00 22,834.08 Permits and Fees Estimate Recap For Dwelling Extension - Code Upgrade 1,500.00 Labor Minimums Applied 25.39 Recoverable Non-recoverable 25.39 Description RCV Depreciation Depreciation ACV Detached Garage - Detached Garage 4,157.84 4,157.84 0-00 0.00 4,157.84 4,157.84 0.00 0.00 I Description RCV Recoverable Depreciation Non-recoverable Depreciation ACV Detached Garage 3,901.03 2,067.55 0.00 1,833.48 Detached Garage - Detached Garage 15,340.27 5,003.76 0.00 10,336.51 Demolition 8,486.22 0.00 0.00 8,486.22 Permits and Fees 1'500.00 0.00 0.00 1,500.00 Labor Minimums Applied 25.39 0.00 0.00 25.39 29,252.91 7,071.31 0.00 22,181.60 MITI I 1043414TAM -W What is replacement cost (RCV)? Replacement cost is the cost to repair the damaged item with an item of like kind and quality, without deduction for depreciation. What is depreciation? Depreciation is the amount deducted from the replacement cost based upon the age and condition of the item being replaced. What is actual cash value (ACV)? Actual cash value is based on the cost to repair or replace the damaged item PRO"', JUSTIN 00865051409 12/6/2016 Page:6 AMERMAN FAMMY American Family Insurance Group with an item of like kind and quality, less depreciation. BROWN, JUSTIN 00865051409 12/6/2016 Page:7 AMEMCAM FAM U American Family Insurance Group Coverage Aggregate Limit Single Item Limit Overage_ Dwelling $277,400.00 $0.00 Subtotal $0.00 Less Deductible ($0.00) Amount Over Limit(s) $0.00 Coverage Aggregate Limit Single Item Limit Overage Dwelling - Trees, plant and shrubs $13,870.00 $2,260.00 landscaping Subtotal $2,260.00 Less Deductible ($1,000.00) Amount Over Limit(s) $1,260.00 Coverage Aggregate Limit Single Item Limit Overage Contents $208.100.00 $0.00 Subtotal $0.00 Less Deductible ($0.00) Amount Over Limit(s) $0.00 Coverage Aggregate Limit Single Item Limit Overage Dwelling Extension $33,288.00 $0.00 Subtotal $0.00 Less Deductible ($0.00) Amount Over Limit(s) $0.00 Coverage Aggregate Limit Single Item Limit Overage Dwelling Extension - Code Upgrade Shared with Dwelling $0.00 Extension Subtotal $0.00 Less Deductible ($0.00) Amount Over Limit(s) $0.00 Coverage Aggregate Limit Single Item Limit Overage Detached Garage Additional Limit $35,160.00 $0.00 Subtotal $0.00 BROWN, JUSTIN 00865051409 12/6/2016 Page:8 AMERICAN FAMMY American Family Insurance Group KEMMMELMSEN - Coverage Aggregate Limit Single Item Limit Overage 1WENDISIM ($0.00) Amount Over Limit(s) $0.00 MUM= The Actual Cash Value (A C V) is based on an item's: Age divided by normal Useful life, unless otherwise noted. Deviationfrom Age divided by normal Useful life is common due to inspection evaluation, condition of the item, obsolescence, product research, expert opinions, utilitylfunctional value, market value and in some cases all or some of the above. The definitions listed above are meant to aid in the understanding ofthis estimate only. Forfurther information on RC V, A C V and depreciation, please contact your claim representative. Ifthere has been a total loss of the contents ofyour owner-occupiedprimary residence that was furnished at the time ofthe loss and ifyou have received the depreciated value ofyour contents, American Family Physical mail you submit. American Family Insurance appreciates your assistance in the handling ofyour claim. Any documentation you submit will be scanned and electronically retained in your clamifile. Please IJyou would like your documents returned, please indicate this on the documents andprovide the address to which you would like the documents returned. E-mail. My goal is to provide outstanding customer service. Ifyou choose to use e-mail to communicate with me regarding your claim, please be sure to include your name and claim number on the subject line. Please forward any e-mail correspondence regarding your claim to the e-mail address listed below. Thank youfor being our customer, E-mail: �fenimorgamfam.com Terry Fenimore Property Claims Field Adjuster American Family Mutual Insurance Company Attn: Scanning Center 6000 American Parkway Madison, WI 53783-0001 Cell: (720) 390-9446 Fax: 1-866-585-2786 please reference your claim number on any fax. tfenimorgamfam.com FRA UD WARNING - COLORADO "It is unlawful to knowingly providefalse, incomplete, or misleading facts or information to an insurance conWanyfor the purpose of defrauding or at -tempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance BROWN, jus,rlN 00865051409 12/6/2016 Page:9 -AMERICAN FAmmy American Family Insurance Group ff�=M I INUIll BROWN, JUSTIN 00865051409 12/6/2016 Page: 10 AMERICAN FAMMY American Family Insurance Group 3. Replace Refrigerator - Remove & reset 1.00 EA $41,91 4. Replace Range - electric - Remove & reset 1.00 EA BROWN -JUSTIN Flooring -$0.00 Main Level $0.00 218.97 SF Kitchen Height: 8' Window 21 7" X 41 Opens into Exterior Window 2' 7" X 41 Opens into Exterior Window 21 Tf X 4' Opens into Exterior Missing Wall 12'8" X 8' Opens into LIVING ROOM Missing Wall 6'X 8' Opens into DINING ROOM 560.96 SF Walls 280.93 SF Ceiling 841.90 SF Walls & Ceiling 219.20 SF Floor 24.36 SY Flooring 59.41 LF Floor Perimeter 00865051409 90.08 LF Ceil. Perimeter Subroom: Mud Room (1) Page:ll Height: 8' Door 21 6" X 61 8" Opens into Exterior Door 21 611 X 6? 8" Opens into PANTRY Missing Wall YX 8' Opens into KITCHEN Door 2' 6" X 6' 8" Opens into MUD -ROOM -CLO Subroom: Mud room closet (2) Height: 8' Door 2' 6" X 6# 8" Opens into MUD -ROOM Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value Depreciation note.. Depreciation based on age, condition and useful life. misc 2. Contents - move out then reset - Small room 1.00 EA $43.49 $0.00 $0.00 $43.49 40.00 $43.49 3. Replace Refrigerator - Remove & reset 1.00 EA $41,91 4. Replace Range - electric - Remove & reset 1.00 EA $41.91 Flooring -$0.00 5a. Remove 1/4" Cement board $0.00 218.97 SF $0.70 5b. Replace 1/4" Cement board $41.91 218.97 SF $3.63 6a. Remove Ceramic/porcelain tile -$0.00 218.97 SF $1.51 6b, Replace Ceram ic/porcelain the $815.88 218.97 SF $10.65 $0.00 $0.00 $41.91 -$0.00 $41.91 $0.00 $0.00 $41.91 -$0.00 $41.91 $0.00 $0.00 $153.28 -$0.00 $153.28 $0.00 $21.02 $815.88 _S0.00 $815.98 $0.00 $0.00 $330.64 40.00 $330.64 $0.00 $69.63 $2,401.66 40.00 $2,401.66 00865051409 12/6/2016 Page:ll AmEmcAN FAwry American Family Insurance Group Kitchen Continued... Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value 7. Replace Toe kick - Detach & reset 24.00 LF $6.26 $0.00 $0.11 $150.35 -$0.00 $150.35 8. Stain & finish toe -kick 24.00 LF $1.12 $0.00 $0.31 $27.19 -$0.00 $27.19 131. Replace Dishwasher - Detach & reset 1.00 EA $234.97 $47.00 $0.00 $281.97 -$0.00 $281.97 132. Replace Cabinetry - lower (base) units - Detach & reset 19.00 LF $54.78 $208.16 $0.00 $1248.98 -$0.00 $1,248.98 tile goes under the cabinets 133. Remove Custom cabinet panels - side, end, or back 80.00 SF $1.64 $26.24 $0.00 $157.44 40.00 $157.44 detach for the 134. Install Only Custom cabinet panels - side, end, or back 80.00 SF $6.68 $106.88 $0.00 $641.28 -$0.00 $641.28 detach for tile 135a. Remove Thermostat 1.00 EA $4.68 $0.94 $0.00 $5.62 41.60 (10/35yr) $4.02 135b. Replace Thermostat 1.00 EA $105.05 $21.90 $4.39 $131.34 437.52 (10/35yr) $93.82 136. Replace Cabinetry - upper (wall) units - Detach & reset 4.00 LF $46.83 $37.46 $0.00 $224.78 -$0.00 $224.78 Attached to full height units must be D&R for flooring 137. Replace Countertop - solid surface/granite - Detach & reset 72.00 SF $2054 $295.78 $0.00 $1,774.66 -$0.00 $1,774.66 138. Replace Sink - double - Detach & reset 1.00 EA $137.26 $27.46 $0.00 $164.72 -$0.00 $164.72 139. Replace Sink - single - Detach & reset 1.00 EA $128.44 $25.68 $0.00 $154.12 -$0.00 $154.12 140. Clean sink - double 1.00 EA $16.72 $0.00 $0.00 $16.72 40.00 $16.72 BROWN, JUSTIN 00865051409 12/6/2016 Page: 12 AMERICAN FAiy American Family Insurance Group Kitchen continued... Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value 141. Replace Sink faucet - Detach & reset 2.00 EA $103.39 $41.36 $0.00 $248.14 -$0.00 $248.14 142. Replace Radiant heat - wire mat 21897 SF $12.62 $589.80 $185.58 $3.538.78 -$0.00 $3,538.78 Totals $1,428.66 $281.04 $12,594.86 -$39.12 $12,555.74 Z'�`' Door 2' 611 X 6' 8" Opens into MUD -ROOM 86.07 SF Walls 10.27 SF Ceiling 96.34 SF Walls& Ceiling 10.27 SF Floor 1.14 SY Flooring 10.34 LF Floor Perimeter 12.84 LF Cell. Perimeter Description Replacement Cost Qty Unit Price Total Depreciation Actua! Cash Value No damage noted in pantry. Totals $0.00 40.00 $0.00 MMrjXW1 Window IFFoor 474.67 SF Walls 371.06 SF Floor Subroom: Dining Room (1) amm= 12'8"X8' 6'X 4' 216"X6'8" 371.06 SF Ceiling 41.23 SY Flooring WEEM, Opens into KITCHEN Opens into Exterior Opens into Exterior 845.73 SF Walls & Ceiling 63.17 LF Floor Perimeter 73.17 LF Ceil. Perimeter Height: 81 Window 5'X 4' Opens into Exterior Door 2' 6" X 61 8" Opens into Exterior Door 2' 6" X 6' 8" Opens into Exterior Door 21 6" X 6' 8T# Opens into Exterior Missing Wall 14' X 8' Opens into LIVING - ROOM Missing Wall 6'X 8' Opens into KITCHEN Description Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value Depreciation note. Depreciation based on age, condition and useful life. 9. Contents - move out then reset - Extra large room 1.00 EA $173.79 $0.00 $173.79 -$121.65 (70%) $52.14 10. Replace Baseboard heat - steam or hot water - Detach & reset 6.00 LF $13.48 $0.00 $80.88 456.62 (70%) $24.26 BROWN, JUSTIN 00865051409 12/6/2016 Page: 13 AMERM -FAmmy American Family Insurance Group Living Room continued... Description Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value I I a. Remove Oak flooring - #I common - no finish 268.00 SF $1.98 $0.00 $530.64 4371.45 (70%) $159.19 1lb. Replace Oak flooring - #1 common - no finish 268.00 SF $6.71 $79.80 $1,878.08 41,314.66 (70%) $563.42 as needed based on floor damage per 2 (3C bids. 12. Replace Wood Floor Covering Installer - per hour 4.00 HR $59.67 $0.00 $238.68 4167.08 (70%) $71.60 Additional labor hours to lace in hardwood flooring. 13. Replace Vapor barrier - 15# felt 268.00 SF $0.24 $1.01 $65.33 -$45.73 (70%) $19.60 14. Sand, stain, and finish wood floor 371.06 SF $3.71 $24.21 $1,400.84 -$980.59 (700%) $420.25 98. Add for dustless floor sanding 371.06 SF $1.00 $0.00 $371.06 -$0.00 $371.06 15. Replace Toe kick - Detach & reset 13.00 LF $6.26 $0.06 $81.44 -$57.01 (70%) $24.43 Detach and reset toe kick at built in cabinets as needed 16. Stain & finish toe -kick 13.00 LF $1.12 $0.17 $14.73 410.31 (70%) $4.42 99. Haul debris - per pickup truck load - including dump fees 1.00 FA $131.76 $0.00 $131.76 -$92.23 (70%) $39.53 100. Mask or cover per square foot 474.67 SF $0.36 $2.14 $173.02 -$121.12 (70%) $51.90 mask walls for floor work will still have dust Totals $107.39 $5,140.25 43,338.45 $1,801.80 BROWN, JUSTIN 00865051409 12!612016 Page: 14 AN FAMILY' American Family Insurance Group Stairs Height: 17' Missing Wall 31211 X 17' Opens into Exterior Subroom: Stairs2 (1) Height: 17' Missing Wall 4' 15/8" X 17' Opens into LANDING Missing Wall YX 17' Opens into Exterior Subroom: Landing (2) Height: 171 Missing Wall 2'8 5/16" X 17' Opens into MAIN Missing Wall 4' 1518" X 17' Opens into STAIRS2 311.69 SF Walls 30.69 SF Ceiling 342.38 SF Walls& Ceiling 54.24 SF Floor 6.03 SY Flooring 24.88 LF Floor Perimeter 20.81 LF Ceil. Perimeter Description Replacement Actual Cash Q!, Unit Price Taxes Cost Total Depreciation Value Depreciation note. No depreciation has been applied to repairs of less than full replacement per elevation with no betterment. 17. Clean and deodorize carpet 54,24 SF $0.48 $0.04 $26.08 -$0.00 $26.08 Totals $0.04 $26.08 -$0.00 $26.08 Basement Family Room Height: 8' Door 2' 6" X 6' 8" Opens into Exterior Door 2' 6" X 6' 8" Opens into Exterior Window 29 V X It Opens into Exterior 574.83 SF Walls 350.11 SF Ceiling 924.94 SF Walls & Ceiling 350.11 SF Floor 38.90 SY Flooring 71.33 LF Floor Perimeter 76.33 LF Ceil. Perimeter Description Replacement Actual Cash Q!, Unit Price Taxes Cost Total Depreciation Value misc 18. Contents - move out then reset 1.00 EA $57.93 $0.00 $57,93 -$19.12 (33%) $38.81 Flooring 19. Floor protection - plastic and tape - 10 mil 350.11 SF $0.23 $2.63 $83.16 -$27.44 (33%) $55.72 20a. Remove Carpet pad 40.00 SF $0.10 $0.00 $4.00 40.00 $4.00 20b. Replace Carpet pad 40.00 SF $0.52 S1.35 $22.15 40.00 $22,15 21. Replace Lay existing carpet - Labor only 350.11 SF $0.44 $0.53 $154.58 40.00 $154.58 BROWN, JUSTIN 00865051409 12/6/2016 Page: 15 AMERICA{ FATLY American Family Insurance Group Description Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value 22. Clean and deodorize carpet 350.11 SF $0.48 $0.26 $168.31 40.00 $168.31 23. Mask watt - plastic, paper, tape (per LF) 76.33 LF $0.90 $1.32 $70.02 423.11 (33%) $46.91 Mask walls to paint ceiling. 24a. Remove 5/8" drywall - hung, taped, ready for texture 96.00 SF $0.36 $0.00 $34.56 -$0.00 $34.56 24b. Replace 5/8" drywall - hung, taped, ready for texture 96.00 SF $1.55 $4.10 $152.90 -$0.00 $152.90 25. Remove Acoustic ceiling (popcorn) texture 254.11 SF $0.39 $0.00 $99.10 432.70 (33%) $66.40 26. Replace Acoustic ceiling (popcorn) texture 350.11 SF $0.70 $1.58 $246.66 -$81.40(33%) $165.26 27. Seat the surface area w/latex based stain blocker - one coat 140.00 SF $0.45 $0.74 $63.74 40.00 $63.74 28. Paint the ceiling - one coat 350.11 SF $0.49 $2.89 $174.44 457.56 (33%) $116.88 Totals $15.40 $1,331.55 4241.33 $1,090.22 Dwelling Exterior Formula Elevation 27' x 0" x 4' 54.00 SF Walls 54.00 SF Walls & Ceiling 27.00 LF Floor Perimeter 54.00 SF Long Wall 54.00 SF Short Wali 28.16 LF Cell. Perimeter Description Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value Dwelling Left exterior elevation Repairs are due to the fire/smoke damage to the left side of the house. Depreciation note: Depreciation based on age, condition and useful life. 29a. Remove Fanfold foam insulation board - 1/4" 54.00 SF $0.27 $0.00 $14.58 41.46 (10%) $13.12 29b. Replace Fanfold foam insulation board - 1/4" 54.00 SF $0.47 $0.85 $26.23 -$2.63 (10%) $23.60 BROWN, JUSTIN 00865051409 1216{2016 Page: 16 AMERMAN FAMILY American Family Insurance Group Replace J -trim at kitchen window. Dwelling Exterior continued... Description 35a. Remove Shutters - simulated wood (polystyrene) - Small Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value 30a. Remove Siding - vinyl 2.00 EA $86.10 54.00 SF $0.36 $0.00 $19.44 -$1.94 (10%) $17.50 30b. Replace Siding - vinyl 2.00 EA $23.49 $0.72 $47.70 54.00 SF $3.41 $5.75 $189.89 -$1838 (10%) $170.91 3Ia. Remove Drip edge 243.00 SF $0.33 $0.18 $80.37 -$0.00 $80.37 31.00 LF $0.28 $0.00 $8.68 -$0.87 (10%) $7.81 31 b. Replace Drip edge Depreciation note: Depreciation based on age, condition and useful life. 31.00 LF $1.82 $1.46 $57.88 -$5.79 (100%) $52.09 32a. Remove Fascia - metal - 8" 8.00 LF $0.28 $0.00 $2.24 -$0.22 (10%) 31.00 LF $0.28 $0.00 $8.68 40.87 (10%) $7.81 32b. Replace Fascia - metal - 8" 31.00 LF $4.89 $4.49 $156.08 -$15.61 (10%) $140.47 33a. Remove Wrap wood door frame & trim with aluminum (PFR LF) 27.00 LF $1.75 $0.00 $47.25 -$4.73 (10%) $42.52 33b. Replace Wrap wood door Frame & trim with aluminum (PFR LF) 27.00 LF $10.92 $3.71 $298.55 429.85 (10%) $268.70 34a. Remove Vinyl J trim 6.00 LF $0.88 $0.00 $5.28 -$0.53 (10%) $4.75 34b. Replace Vinyl 3 trim 6.00 LF $2.87 $0.27 $17.49 -$1.75 (10%) $15.74 Replace J -trim at kitchen window. 35a. Remove Shutters - simulated wood (polystyrene) - Small 2.00 EA $5.27 $0.00 $10.54 -$1.05 (10%) $9.49 35b. Replace Shutters - simulated wood (polystyrene) - Small 2.00 EA $86.10 $4.06 $I76.26 -$17.63 (10%) $158.63 36. Seal & paint window shutters - per side (set) 2.00 EA $23.49 $0.72 $47.70 416.69 (35%) $31.01 37. Clean with pressure/chemical spray 243.00 SF $0.33 $0.18 $80.37 -$0.00 $80.37 Power wash brick exterior. Dwelling back elevation Depreciation note: Depreciation based on age, condition and useful life. 38a. Remove Fascia - metal - 8" 8.00 LF $0.28 $0.00 $2.24 -$0.22 (10%) $2.02 BROWN, JUSTIN 00865051409 12/6/2016 Page: 17 AMERICAN FA TLY American Family Insurance Group Dwelling Exterior continued... Description $29.65 Replacement -$192.74 $1,659.50 Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value 38b. Replace Fascia - metal - 8" Cost Qty Unit Price 8.00 LF $4.89 $1.16 $40.28 -$4.03 (10%) $36.25 39. Prime & paint exterior fascia - wood, 6"- 8" wide 1.00 EA $2,760.00 $2,760.00 40.00 $2,760.00 45.00 LF $1.54 $0.68 $69.98 -$24.50 (35%) $45.48 40a. Remove Soffit - wood $180.00 40.00 $180.00 BROWN, JUSTIN 00865051409 6.00 SF $0.26 $0.00 $1.56 40.16 (10%) $1.40 40b. Replace Soffit - wood 6.00 SF $4.86 $0.65 $29.81 -$299 (10%) $26.82 41. Prime & paint exterior soffit - wood 45.00 SF $1.62 $1.18 $74.08 -$7.41 (10%) $66.67 42a. Remove Wrap wood door frame & trim with aluminum (PER LF) 12.00 LF $1.75 $0.00 $21.00 -$2.10 (10%) $1890 42b. Replace Wrap wood door frame & trim with aluminum (PER LF) 1200 LF $10.92 $1.65 $132.69 -$13.26 (10%) $119.43 43a. Remove Shutters - simulated wood (polystyrene) - Small 1.00 EA $5.27 $0.00 $5.27 -$0.53 (10%) $4.74 43b. Replace Shutters - simulated wood (polystyrene) - Small 1.00 EA $86.10 $2.03 $88.13 -$8.81 (10%) $79.32 44. Seal & paint window shutters - per side (set) 1.00 EA $23.49 $0.36 $23.85 -$8.35 (35%) $15.50 45. Clean with pressure/chemical spray 600.00 SF $0.33 $0.45 $198.45 40.00 $198.45 Power wash brick exterior. Totals $29.65 $1,852.24 -$192.74 $1,659.50 Landscaping Description Replacement Cost Qty Unit Price Total Depreciation Actual Cash Value 91. Replace Tree remediation - (Bid item) 1.00 EA $2,760.00 $2,760.00 40.00 $2,760.00 92. Replace Landscaping (Bid Item) - Rose bushes 4.00 EA $45.00 $180.00 40.00 $180.00 BROWN, JUSTIN 00865051409 12/6/2016 Page: 18 A EMC� FAmmy American Family Insurance Group Landscaping continued... Description Replacement Cost Qty Unit Price Total Depreciation Actual Cash Value Totals $2,940.00 -$0.00 $2,940.00 i1 Description Replacement Actual Cash Qty Unit Price Taxes Cost Total Depreciation Value Depreciation note: No depreciation has been applied to repairs of less than full replacement per elevation with no betterment. 46. Equipment setup, take down, and monitoring (hourly charge) 3.00 HR $59.88 $0.00 $179.64 -$0.00 $179.64 47. Dehumidifier (per 24 hour period) - No monitoring 6.00 EA $54.21 $0.00 $325.26 40.00 $325.26 Two dehumidifiers for (3) days. 48. Air mover axial fan (per 24 hour period) - No monitoring 18.00 EA $27.93 $0.00 $502.74 40.00 $502.74 Reference: Dri-Eaz Ace Turbodryer, Dry Air Gale Force Air Mover, or equal. Six units for (3) days. 49. Water extraction from carpeted floor 350.00 SF $0.59 $0.00 $206.50 -$0.00 $206.50 50. Lift carpet for drying 150.00 SF $0.39 $0.00 $58.50 -$0.00 $58.50 51. Tear out wet drywall, cleanup, bag for disposal 96.00 SF $0.95 $1.08 $92.28 -$0.00 $92.28 52. Tear out wet carpet pad and bag for disposal 40.00 SF $0.55 $0.18 $22.18 -$0.00 $22.18 Totals $1.26 $1,387.10 -$0.00 $1,387.10 Detached Garage Detached Garage Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value Depreciation note. Depreciation based on age, condition and useful life. Floors 53. Replace Epoxy finish - two coats over concrete floor 830.96 SF $4.78 $800.64 BROWN, JUSTIN 00865051409 $31.16 $4,803.79 -$384.31 (8%) $4,419.48 12/6/2016 Page: 19 A&MERKAN FAMMY American Family Insurance Grou-t� Detached Garage continued... Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value walls 54. Replace 2" x 4" x 20'#2 & better Fir / Larch (material only) 6.00 EA $8.40 $10.84 $3.78 $65.02 -$34.45 (53%) $30.57 55. Replace 2" x 4" x 12'42 & better Fir / Larch (material only) 7.00 EA $4.82 $7.24 $2.53 $43.51 423.06 (53%) $20.45 56. Replace 2" x 4" x 10'#2 & better Fir / Larch (material only) 3,00 EA $4.00 $2,58 $0.90 $15.48 -$8.20 (53%) $7.28 57. Replace 2" x 4" x 92 5/8" pre-cut stud (for 8' wall, mat only) 14,00 EA $3.10 $934 $126 $56.00 429.67 (53%) $26.33 58. Replace Sheathing - OSB - 1/2" 416.00 SF $1.11 $94.74 $11.86 $568.36 430L24 (53%) $267.12 59. Replace Labor to frame 2" x 4" load bearing wall - 16" oc 343.50 SF $1.18 $81.16 $0.52 $487.01 -$258.12 (53%) $228.89 60. Replace Block - 8" x 8" x 16" - in place - reinforced 808.00 SF $7.35 $1,228.48 $203.62 $7,370.90 43,906.58 (53%) $3,464.32 61. Replace 2" x 4" x 8'#2 & better Fir/ Larch (material only) 14.00 EA $3.20 $9.64 $3.36 $57.80 430.62 (53%) $27.18 62. Replace 2" x 10" x 10'#2 & better Fir / Larch (material only) 2.00 EA $9.80 $4.22 $1.47 $25.29 413.41 (53-1.) $11.88 63. Replace 2" x 10" x 18'#2 & better Fir/ Larch (material only) 2.00 EA $17.82 $7.66 $2.67 $45.97 -$24.37 (53%) $21.60 Truss and gable wall 64. Replace Truss - 4/12 slope 47194 LF $6.54 $650.16 $157.84 $3,901.03 42,067.55 (53%) $1,833.48 65. Replace OverbuildNalley Truss - 4/12 slope 20.61 LF $7.41 $32.08 $7.67 $192.47 -$102.01 (53%) $90.46 66. Replace Sheathing - OSB - 1/2" 1,088.00 ST $1.11 $247.74 $31.01 $1,486.43 -$787.81 (53%) $698.62 BROWN, JUSTIN 00865051409 12/6/2016 Page: 20 AMERICAN FAMILY American Family Insurance Group IIIMMIIUL,, ' '- Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value 67. Replace 2" x 4" x 18'42 & better Fir/ Larch (material only) 2.00 EA $7.56 $3.24 $1.13 $19.49 410.33 (53%) $9.16 68. Replace 2" x 4" x 14'42 & better Fir / Larch (material only) 2.00 EA $5.63 $2.42 $0.84 $14.52 47.70 (53%) $6.82 69. Replace Labor to frame 2" x 4" non-bearing wall - 16" oc 170.16 SF $1.13 $38.52 $0.26 $231,06 4122.47 (53%) $108.59 Exterior Finishes 70. Replace Siding - hardboard - lap pattern - 8" 19100 SF $3.78 $149.30 $20.74 $895.80 -$89.59 (10%) $806.21 71. Seal & paint wood siding 192.00 SF $1.01 $39.84 $5.33 $239.09 423.90 (10%) $215.19 72. Replace Fanfold foam insulation board - 1/4" 192.00 SF $0.47 $18.64 $3.02 $111.90 411.18 (10%) $100.72 73. Replace Siding - vinyl 192.00 SF $3.41 $135.04 $20.45 $810.21 481.01 (10%) $729.20 74. Replace 2" x 4" x 104 5/8" pre-cut stud (for 9' wall, mat only) 19.00 EA $3.48 $14.22 $4.96 $85.30 _$0.00 $85.30 101, Replace Block - 8" x 8" x 16" - in place 57.00 SF $6.01 $70.50 $9.88 $422.95 _$0.00 $422.95 Totals $3,658.24 $528.26 $21,944.38 -$8,317.58 $13,631.80 Detached Garage Height: 9' Window 31 6" X 4' Opens into Exterior Window 31 V X 41 Opens into Exterior Window 31 V X 41 Opens into Exterior Door 8'X 7' Opens into Exterior Door 16' X 7' Opens into Exterior Window 5' X 4' Opens into Exterior Door 31 X 69 8" Opens into Exterior Door Y X 61 8" Opens into Exterior 868.50 SF Walls 830.96 SF Ceiling 1,699.46 SF Walls & Ceiling 830.96 SF Floor 92.33 SY Flooring 96.50 LF Floor Perimeter 126.50 LF Ceil. Perimeter BROWN, JUSTIN 00865051409 12/6/2016 Page: 21 ENCA FAMILY American Family Insurance Group Description Overhead & 40.00 Replacement $4.06 Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value 146. Replace Overhead (garage) door opener 1.00 EA $345.76 $71.72 $12.75 $430.23 498.95 (23%) $331.28 75. Replace Overhead door & hardware - 8'x 8' 1.00 EA $776.43 $162.92 $38.15 $977.50 -$224.83 (23%) $752.67 76. Replace Overhead door & hardware - 16'x 8' 1.00 EA $1,225.34 $258.82 $68.78 $1,552.94 -$357.17 (23%) $1,195.77 Electrical 77. Replace Light fixture 2.00 EA $63.63 $26.46 $4.95 $158.67 484.09 (53%) $7458 78. Replace 110 volt capper wiring run, box and switch 2.00 EA $58.42 $23.64 $1.42 $141.90 475.22 (53%) $66.68 79. Replace 110 volt copper wiring run, box and outlet 10.00 EA $57.01 $115.44 $7.07 $692.61 -$367.08 (53%) $325.53 Windows and Doors 80, Replace Steel door, 3' x 7' 2.00 EA $216.52 $91.68 Includes door at right elevation and back elevation. 81. Replace Door lockset & deadbol€ - exterior 2.00 EA $85.99 $36.22 82. Replace Steel frame glazed openings 41.00 SF $26.15 $225.24 Garage right elevation window. 83. Replace Steel frame glazed openings 11.25 SF $26.15 $61.80 Garage left elevation window. 103a. Remove Shutters - simulated wood (polystyrene) - Small 2.00 EA $5.27 $2.10 103b. Replace Shutters - simulated wood (polystyrene) - Small 2.00 EA $86.10 $35.26 104. Seal & paint window shutters - per side (set) BROWN, JUSTIN 00865051409 $25.35 $550.07 -$291.55 (53%) $258.52 $9.08 $217.28 -$115.16 (53%) $102.12 $54.00 $1,35139 4716.24 (53%) $635.15 $14.82 $370.81 -$196.53 (53%) $174.28 $0.00 $12.64 40.00 $12.64 $4.06 $211.52 40.00 $211.52 12/6/2016 Page: 22 kMERICAFAMLyU - American Family Insurance Group -N Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value - 2.00 EA $23.49 $9.54 $0.72 $57.24 -$30.34 (53-1.) $26.90 105. Replace Gutter / downspout - aluminum - up to 5" 88.00 LF $5.20 $94.26 $13.73 $565.59 -$299.77 (53%) $265.82 106. Prime & paint gutter / downspout 88.00 LF $1.22 $21.82 $1.65 $130.83 469.33 (53%) $61.50 107. Replace Spot light fixture - double - w/motion sensor 3.00 EA $133.61 $82.40 $11.24 $494.47 -$262.08 (53%) $232.39 108. Replace Fluorescent light fixture 12.00 EA $93.98 $234.96 $47.03 $1,409.75 4747.16 (53%) $662.59 147. Replace Cabinetry - lower (base) units 12.00 LF $157.18 $399.72 $11139 $2,398.27 4551.61 (23%) $1.846.66 148. Replace Countertop - flat laid plastic laminate - Standard grade 24.00 LF $29.11 $146.20 $32.35 $877.19 -$201.75 (23%) $675.44 149. Replace Work bench - Standard grade 2.00 LF $79.19 $33.20 $7.58 $199.16 -$45.81 (23%) $153.35 150. Replace Shelving - 24" - in place 56.00 LF $10.33 $119.78 $20.41 $718.67 4165.28 (23%) $553.39 151. Replace Furnace - wall - single, 35.000 BTU 1.00 EA $1,303.53 $274.78 $70.39 $1,648.70 -$379.20 (23%) $1,269.50 152. Replace Wide Flange Beam - 10"d. x 2 3/4"w. x 3/16"thick 10.00 LF $31.42 $65.70 $14.27 $394.17 -$90.67 (23%) $303.50 153. Replace 1/2" drywall - hung, taped, ready for texture 833.81 SF $1.46 $249.86 $31.89 $1,499.11 -$344.78 (23%) $1,154.33 Block wall 154. Seat/prime then paint the surface area (2 coats) 833.81 SF $0.69 $116.94 $9.38 $701.65 4161.39 (23%) $540.26 original block wall was painted 102. PW1 Foundation fill code upgrade 1.00 EA $3,464.86 $692.98 S0.00 $4.157.84 -$4.157.84 $0.00 BROWN, JUSTIN 00865051409 12/6/2016 Page:23 AMEREC;N FAZiCi American Family Insurance Group Ezzlr�� 1 Detached Garage continued... Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value This item did not previously exist or expands the scope of repairs, but is required by current building codes. The code upgrade cost is payable when incurred, subject to limits. Attached is the supplemental estimate for the solid fill foundation the city is requiring us to do per code upgrade. Please let me know if you have any questions. Also please let me know if we have approval so we can proceed with the repairs. 156a. Remove Concrete slab on grade - 4" - finished in place 830.96 SF $2.50 $415.48 $0.00 $2,492.88 4573.36 (23%) $1,919.52 156b. Replace Concrete slab on grade - 4" - finished in place 830.96 SF $4.59 $789.00 $130.88 $4,733.99 -$1,088.83 (23%) $3,645.16 157. Dumpster load - Approx. 12 yards, 1-3 tons of debris 1.00 EA $395.65 $79.14 S0M0 $474.79 4109.20 (23%) $365.59 for concrete slab Totals $4,937.06 $744.34 n$29,621.86 -$11,805.22 $17,816.64 Garage Roof 1080.83 Surface Area 10.81 Number of Squares 141.61 Total Perimeter Length 46.16 Total Ridge Length Description Overhead & Replacement Actual Cash Qty unit Price Profit Taxes Cost Total Depreciation Value Depreciation note: Depreciation based on age of 2 years, condition and useful life 27 years. Applying 7% depreciation. The following line items account for the replacement of the roof of this structure. The waste factor applied includes any/all necessary hip/ridge cap, starter row and normal installation waste. 84. Replace Roofing felt - 15 lb. 8.96 SQ $25.16 $45.94 $4.33 $275.70 -$19.30 (7%) $256.40 158. Material Only Laminated - comp. shingle r1g. - w/out felt 11.89 SQ $95.48 $244.08 $85.14 $1,464.48 This line item includes a material allowance which reflects current material pricing in your economic region. 159. Install Only Laminated - comp. shingle rfg. - w/out felt 11.89 SQ $90.88 $216.12 86. Replace Drip edge 141.61 LF $1.82 87. Replace Roof vent - turtle type - Metal 4.00 EA $45.78 88. Replace lee & water shield 18.48 SF $1.61 BROWN, JUSTIN $52.88 $0.00 $1.296.68 $6.69 $317.30 $37.48 $4.32 $224.92 $6.06 $0.53 $36.34 00865051409 40.00 S1A64.48 -$0.00 S1,296.68 -$22.21 (7%) $295.09 415.74 (7%) $209.18 42.54(7%) $33.80 12/6/2016 Page: 24 SCM F wi: American Family Insurance Group Garage Roof continued... Description Overhead & Replacement Actual Cash Qty Unit Price Profit Taxes Cost Total Depreciation Value The following line items account for the replacement of the roof of this structure. The percentage of depreciation was based on our inspection of your roof, its age of XX years, condition, and useful life. The waste factor applied includes any/all necessary hip/ridge cap, starter row and normal installation waste. Totals $602.56 $101.01 $3,615.42 -$59.79 $3,555.63 Demolition Description Replacement Cost Qty Unit Price Total Depreciation Actual Cash Value Depreciation note. Depreciation based on age, condition and useful life. 93. General Demolition (Bid Item) 1.00 EA $8,486.22 $8,486.22 -$0.00 $8,486.22 General demolition of the detached garage per bid from Belfor. Totals $8,486.22 -$0.00 $8,486.22 Permits and Fees Description Replacement Cost Qty Unit Price Total Depreciation Actual Cash Value 160. PERMITS AND FEES 1.00 EA $1,500.00 $1,500.00 40.00 $1,500.00 engineer fee 161. Engineering fees (Bid item) 1.00 EA $0.00 $0.00 -$0.00 (100%) $0.00 162. Replace Electrical (Bid Item) 0.00 EA $3,360.00 $0.00 -$0.00 $0.00 Totals $1,500.00 -$0.00 $1,500.00 Contents Description Replacement Cost Qty Unit Price Total Depreciation Actual Cash Value 94. Lawn mower - Gas 1.00 EA $397.85 $397.85 -$0.00 $397.85 LKQ Lawnmower BROWN, JUSTIN 06865051409 12/6/2016 Page: 25 A - MERICAN7AWLy American Family Insurance Group ffaMIDEEZ3=0 — Contents continued... Description Replacement Cost Qty Unit Price Total ., , Depreciation Actual Cash Value 95. Pressure washer - Gas 1.00 EA $340.96 $340.96 40.00 $340.96 LKQ power pressure washer Totals $738.81 -$0.00 $738.81 Labor Minimums Applied Description Overhead & Replacement Actual Cash Q!, Unit Price Profit Cost Total Depreciation Value — 163. Carpet labor minimum 1.00 EA $12.86 $158 $15.44 -$0.00 $15,44 164. Door labor minimum 1.00 EA $21.15 $4.24 $25.39 -$0.00 $25.39 Totals $6.82 $40.83 -$0.00 $40.83 Overhead & Replacement Actual Cash Profit 'Faxes Cost Total Depreciation Value Estimate Totals $10,633.34 $1,808.39 $91,224.60 -$23,994.23 $67,230.37 BROWN, JUSTIN 00865051409 12/6/2016 Page: 26 DESIGN CRITERIA I. BUILT-UP BEAMS SHALL CONSIST OF INDIVIDUAL MEMBERS NAILED TOGETHER WITH (2) ROWS OF 10d NAILS @ 12"O.C. BUILDING CODE: 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) WITH CITY OF WHEAT RIDGE AMENDMENTS. OR BOLTED TOGETHER WITH (2) ROWS OF %" 0 BOLTS SPACED AT 24"O.C. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS THEREIN. J. WOOD BEAMS BEARING IN A BEAM POCKET AT CONCRETE WALLS SHALL BEAR ON A PRESSURE TREATED 2x6 BEARING BLOCK. PROVIDE %" CLEARANCE BETWEEN THE END OF THE WOOD BEAM AND THE CONCRETE SURFACE. BLOCK OR ROOF SNOW LOAD = 30PSF (MATCHING GROUND SNOW) ROOF DEAD LOAD = 15PSF TOTAL SHIM THE SIDES OF THE WOOD BEAM WITH PRESSURE TREATED MATERIAL FOR LATERAL SUPPORT OF THE BEAM. FLOOR LIVE LOAD = 40PSF FLOOR DEAD LOAD = 15PSF TOTAL K. MINIMUM NAILING SCHEDULES SHALL BE PER THE 2009 IBC TABLE 2304.9.1 W BASIC WIND SPEED = 105MPH (3 -SECOND GUST) WIND EXPOSURE CATEGORY: B L. BOLTS USED FOR FRAMING CONNECTIONS SHALL BE ASTM A307 AND INCLUDE STANDARD WASHERS AND NUTS. H CD SEISMIC DESIGN CATEGORY: B SOIL SITE CLASS: D O M. FRAMING CONNECTORS PROVIDED BY SIMPSON STRONG -TIE OR USP CONNECTORS SHALL BE ATTACHED USING W GENERAL CONSTRUCTION NOTES LOCATIONS. WINGS STANDARDSIN EACH OF THE TYPICALLY OGLSTRUCTURAL cr, 00 Q A. THE FOLLOWING GENERAL REQUIREMENTS FOR MATERIALS AND WORKMANSHIP APPLY UNLESS NOTED OTHERWISE , BUT OT ERN PRODUCTS UCTS MAY EO SEDNPEND NDED MPSONE RODUCTSRS INDICATE ENE GIN EE S A PROVAL Q O U7 U ON THESE DRAWINGS OR SUBSEQUENT DOCUMENTS ISSUED BY STRUCTURAL ENGINEER. N. WOOD NAILER PLATES INSTALLED OVER CONCRETE WALLS OR BEAMS OR OVER STEEL BEAMS SHALL BE RIPPED TO <Ur' ui UJ B. PRODUCT SUBSTITUTIONS OR CHANGES TO THE STRUCTURAL DOCUMENTS MUST BE APPROVED BY THE STRUCTURAL MATCH THE WIDTH OF THE COVERED SURFACE. J ENGINEER. DEVIATIONS FROM THESE DRAWINGS DOES NOT IMPLY ACCEPTANCE BY STRUCTURAL ENGINEER. 0. WOOD USED FOR EXPOSED EXTERIOR APPLIATIONS SHALL BE MOISTURE SEALED UNLESS A NATURALLY DECAY (,J,J < p C. PERIODIC CONSTRUCTION OBSERVATIONS BY THE STRUCTURAL ENGINEER DO NOT NECESSARILY CONSTITUTE RESISTANT SPECIES SUCH AS CEDAR OR REDWOOD IS USED. u,J = z "SPECIAL INSPECTIONS" NOR DO THEY NECESSARILY MEET THE BUILDING DEPARTMENT'S REQUIREMENTS FOR P. ENGINEERED LUMBER SUCH AS WOOD I -JOISTS OR LAMINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED BY U ~Q INSPECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR RECEIVING AND PASSING THE INSPECTIONS REQUIRED BY "BOISE CASCADE ENGINEERED WOOD PRODUCTS" OR EQUIVALENT. UNLESS NOTED OTHERWISE, "LVL" REFERS TO � THE BUILDING DEPARTMENT. VERSA -LAM 2.0E 2800Fb PRODUCT. THESE PRODUCTS SHALL BE MANUFACTURED, SHIPPED, STORED, HANDLED, AND _ F D. STRUCTURAL DRAWINGS INDICATE THE COMPLETED STRUCTURE WITH THE ELEMENTS IN THEIR FINAL POSITION. INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE JOIST BLOCKING, WEB STIFFENERS, FILLER Lij THE CONTRACTOR SHALL ASSEMBLE THE STRUCTURAL ELEMENTS, IN THE PROPER SEQUENCE, WITH ADEQUATE BLOCKS, BACKER BLOCKS, RIMBOARDS, AND RIM BLOCKING PER THE MANUFACTURER'S RECOMMENDATIONS. Q SHORING AND BRACING DURING CONSTRUCTION TO ACHIEVE THE FINAL STRUCTURE. Q. WOOD STRUCTURAL PANELS FOR WALL, FLOOR, AND ROOF SHEATHING MAY BE NAILED OR SCREWED TO E. DO NOT SALE THESE DRAWINGS FOR DIMENSIONS. COORDINATE WITH OTHER TRADES FOR DIMENSION SUPPORTING FRAMING MEMBERS IN ACCORDANCE WITH THE BUILDING CODE AND THESE DRAWINGS. APA RATED VERIFICATION. ADHESIVES MAY ALSO BE USED. PANEL EDGES AT SHEAR WALLS SHALL BE BLOCKED SOLID. F. GENERAL CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR R. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED AND MANUFACTURED BY TRUSS PROFESSIONALS. TRUSSES THIS PROJECT. NOTIFY STRUCTURAL ENGINEER OF OMISSIONS, CONFLICTS, OR DISCREPANCIES BETWEEN THESE SHALL BE SHIPPED, STORED, HANDLED, AND INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS. TRUSS SHOP DRAWINGS AND THE DRAWINGS FOR OTHER TRADES OR EXISTING CONDITIONS. COORDINATE REQUIREMENTS FOR DRAWINGS AND KEYED LAYOUT DRAWINGS SHALL BE PROVIDED TO STRUCTURAL ENGINEER FOR COORDINATING MECHANICAL / ELECTRICAL / PLUMBING / HVAC OR OTHER PENETRATIONS THROUGH STRUCTURAL MEMBERS WITH REVIEW. TRUSS DRAWINGS SHALL INDICATE THE APPLICABLE DESIGN CODES, SUPERIMPOSED LOADS, DEFLECTIONS, STRUCTURAL ENGINEER. STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR )OBSITE SAFETY. SUPPORT REACTIONS, TRUSS LOCATION WITHIN THE STRUCTURE, TRUSS -TO -TRUSS CONNECTORS, AND LO N � TRUSS -TO -WALL CONNECTORS FOR UPLIFT EXCEEDING 300LBS. STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR 00 G. DETAILS FOR CONDITIONS NOT SPECIFICALLY SHOWN ON THESE DRAWINGS SHALL BE CONSTRUCTED IN A MANNER TRUSS COMPONENT DESIGN. STRUCTURAL ENGINEER'S REVIEW IS TO FACILITATE COORDINATION OF THE TRUSS o N SIMILAR TO THE DETAILS THAT ARE SHOWN FOR LIKE CONDITIONS. CONDITIONS THAT MAY NOT BE ADEQUATELY COMPONENTS WITH THE SUPPORTING STRUCTURE. TRUSS DRAWINGS SHALL STAMPED BY A STRUCTURAL kD DETAILED SHALL BE BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION FOR REVIEW AND CLARIFICATION PRIOR G AT TRUSS BEARING LOCATIONS AND ENGINEER LICENSED IN COLORADO. TRUSS INSTALLER SHALL PROVIDE BLOCKING TO CONSTRUCTION. BRIDGING/BRACING AS REQUIRED FOR TRUSS STABILITY. L—u H. STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR WATERPROOFING AND FLASHING REQUIREMENTS. S. CONTRACTOR SHALL NOT CUT, NOTCH, OR OTHERWISE MODIFY JOISTS, BEAMS, OR TRUSSES WITHOUT CONSENT OFj -j ui I. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING STRUCTURAL ENGINEER TO SCHEDULE SITE OBSERVATION THE STRUCTURAL ENGINEER OF RECORD. = , VISITS. STRUCTURAL ENGINEER RESERVES THE RIGHT TO PERFORM OBSERVATIONS OF THE ONGOING T. PROVIDE SOLID BLOCKING BETWEEN RAFTERS, JOISTS, BEAMS, TRUSSES, AND OTHER STRUCTURAL FRAMING MEMBERS r- lD O C) %0� CONSTRUCTION ACTIVITY FOR PURPOSES OF VERIFIATION AND DOCUMENTATION. AT SUPPORT LOCATIONS. z ztii Lui J. DESPITE SIGNIFICANT EFFORTS TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, _ m j DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DRAWINGS ANTICIPATES COOPERATION AND O 0 � CONTINUED COMMUNICATION BETWEEN THE STRUCTURAL ENGINEER, THE ARCHITECT, THE CONTRACTOR, AND THE gi� Ott OWNER TO ACHIEVE SUCCESSFUL COMPLETION OF THE PROJECT. THESE DRAWINGS HAVE BEEN PREPARED FOR USE STRUCTURAL MASONRY REQUIREMENTS W BY A QUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED HEREIN. - w STRUCTURAL WOOD FRAMING REQUIREMENTS A. DETAILING, FABRICATION, AND PLACING OF MASONRY SHALL BE IN ACCORDANCE WITH ACTS "MANUAL OF CONCRETE (j a - A. WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "NATIONAL DESIGN SPECIFICATION PRACTICE" r4"" Z g co 00 FOR WOOD CONSTRUCTION" (NDS) B. HOLLOW CONCRETE MASONRY UNITS (CMU'S) SHALL CONFORM TO ASTM C90, GRADE "M", TYPE 1, Pm = 1,500PSI. i o Ln B. SAWN LUMBER FOR STRUCTURAL FRAMING SHALL COMPLY WITH THE GRADING RULES OF THE WESTERN WOOD C. MASONRY UNITS SHALL BE STACKED IN A RUNNING BOND WITH MORTAR TYPE "S" 1500PSI. _ 0 co PRODUCTS ASSOCIATION (WWPA) OR THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). D. COMPRESSIVE STRENGTH OF GROUT SHALL BE 2,000PSI. L, Y ca C. MAXIMUM MOISTURE CONTENT AT TIME OF INSTALL IS 19%. E. MECHANICALLY VIBRATE GROUT PLACED IN VERTICAL SPACES IMMEDIATELY AFTER POURING, AND AGAIN ABOUT 5 co 0 a C D. LUMBER PRODUCTS SHALL BEAR THE GRADE STAMP OF AN APPROVED LUMBER GRADING AGENCY. MINUTES LATER. E. WOOD FRAMING MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR -LARCH #2 F. PROVIDE CLEANOUTS IF GROUT LIFTS EXCEED 48". MAXIMUM PERMISSIBLE LIFT HEIGHT = 64". GRADE OR BETTER. LVL MEMBERS SHALL BE SEPARATED FROM CONTACT WITH CONCRETE BY A WATERPROOF G. LOCATE CONTROL JOINTS IN MASONRY AT 24'-0" SPACING UNLESS NOTED OTHERWISE. CONTROL JOINTS SHALL NOT OCCUR CORNERS, INTERSECTIONS, WITHIN 24" OF OPENINGS, OR WITHIN 48" OF CONCENTRATED LOADS UNLESS 90% SET FOR MEMBRANE OR PRESSURE TREATED WOOD. AT F. 2x, 3x, AND 4x FRAMING LUMBER, EXCEPT STUDS, SHALL BE DOUGLAS FIR -LARCH #2 GRADE OR BETTER. NOTED ON THE PLANS. COORDINATION.H. PROVIDE (1) #5 VERTICAL BAR CENTERED IN A GROUTED CELL AT CORNERS, INTERSECTIONS, WALL ENDS, BEAM G. 2x AND 3x STUDS SHALL BE HEM -FIR, OR DOUGLAS FIR -LARCH, STUD GRADE OR BETTER. BEARINGS, JAMBS, EACH SIDE OF CONTROL JOINTS, AND AT INTERVALS NOT TO EXCEED 48" UNLESS NOTED H. 6x FRAMING MEMBERS, INCLUDING BEAMS AND POSTS, SHALL BE DOUGLAS -FIR #1 GRADE OR BETTER. OTHERWISE ON THE PLANS. I. GLUE LAMINATED BEAMS FOR SIMPLE SPANS SHALL BE DOUGLAS FIR 24F -V4 1.8E AT INTERIOR LOCATIONS, AND I. TIE AT 96"O.C. VERTICALLY WITH SINGLE WIRE LOOP TIES. ALASKAN YELLOW CEDAR 20F -V12 1.5E AT EXTERIOR LOCATIONS. GLUE LAMINATED BEAMS THAT ARE CONTINUOUS J. LAP SPLICES IN VERTICAL REINFORCEMENT SHALL BE AS FOLLOWS: 0 OVER A SUPPORT SHALL BE 24F -V8 OR 20F -V13 GRADE, RESPECTIVELY. BAR SIZE: #3 #4 #5 #6 #7 #8 #9 G. BUILT-UP POSTS AND STUDPACKS SHALL CONSIST OF INDIVIDUAL STUDS NAILED TOGETHER WITH (2) ROWS OF 10d LAP LENGTH = 30" 36" 48" 54" 64" 72" NAILS @ 8"O.C. ALONG EACH STUD. 16196 H. PROVIDE SOLID BLOCKING OR FRAMING BELOW POSTS, STUDPACKS, AND BEAM BEARING LOCATIONS CONTINUOUSLY t! o DOWN TO FOUNDATION OR TRANSFER BEAMS INDICATED ON THE PLANS. BLOCKING SIZE SHALL MATCH THE SIZE OF THE POST, STUDPACK, OR BEAM BEARING AREA. SINGLE TRIM STUDS DO NOT REQUIRE CONTINUOUS BLOCKING. Sl MULTIPLE TRIM STUDS REQUIRE CONTINUOUS BLOCKING. Sheet Of b� N 26'-8" 3 T-6" II I I I I W — — — — — — — — — — — — — — — — — — — — — — — — I I I II► I III I III I III o M I I I I I I oC I III I III I III I III i III I I I ( W E `° I I I III I I ( I I J w I I ( I I I EXISTING 4" CONCRETE SLAB ON LL I I I u�i/ = I GRADE TO REMAIN I III I III LL U I I I i III I III I i l l 3 M W I I I I I op FOUNDATION REPAIR PLAN SCALE: 1/4" = l'-0" 1. EXISTING FOUNDATION ELEMENTS TO REMAIN, UNLESS I I i I U) �p I I I ( I I I EXISTING FOUNDATION, REINFORCING UNKNOWN..—/( I I I O N I FIELD VERIFY MIN 16" WIDE AND 8" THICK I I I A U I CONTINUOUS FOOTING AS SHOWN ( I I o 0 co C) I 3 I I I I I I I iII —I I I iL-------------------------------------___ w H �i� ZIP O C) � (w rn w �z > a 1. 1 2'-8" 1 5'-4" I 2'-8" 3 5'-4" 2'-8" 10'-2" R&R 8" CMU WALL x 8' HIGH TO MATCH EXISTING. #5 VERTICAL BAR IN GROUTED CELL AT EACH SIDE OF OPENINGS AND @ MAX 32"O.C. 90% SET FOR COORDINATION. Sheet S2 of 4 W N M oC �M w O W E U CD Ln o 0- W Q J w LL u�i/ = z LL U M W FOUNDATION REPAIR PLAN SCALE: 1/4" = l'-0" 1. EXISTING FOUNDATION ELEMENTS TO REMAIN, UNLESS NOTED OTHERWISE. U) �p 2. DO NOT SCALE PLANS. FIELD VERIFY DIMENSIONS. 00 O O N A U Wl SJLu L n � 6w w H �i� ZIP O C) � (w rn w �z > a rGo a t11 co co CCOLn = U co 00 U, Y' O co N v 90% SET FOR COORDINATION. Sheet S2 of 4 ROOF SHEATHING SEE PLAN ROOF SHEATHING SEE PLAN BLOCKING TO MATCH OUTLOOKERS FOR BRACE ATTACHMENT AS SHOWN PRE-ENGINEERED WOOD TRUSS SEE PLAN GABLE TRUSS W M SEE PLAN W C7LLJ MC) 2x SOLID BLOCKING AT 2x4 0 TLOOKERS ~ Q � 00 00 EACH TRUSS BAY -, @ 48"D.C. a U _ 2x6 FASCIA U.N.O. w J W A34 @ 2x4 DIAGONAL BRACE Cz Q J U 48"O.C. AT 48"O.C. W/ (3) 10d W Q p , NAILS EACH END Lij SIMPSON "H3" CLIP AT EACH TRUSS LL ry) SEE PLAN 2x8 PT SILL PLATE W/ %" x 5" ANCHORS SEE PLAN ROOF TRUSSES W 'q- _ @ 32"O.C•- SEE PIAN T", BOND BEAM W/ 2x8 PT SILL PLATE WCONTINUOUS CONTINUOUS BOND BEAM W/ ` (2) #4 BARS, TYPICAL 8" x 5" ANCHORS @ \ (2) #4 BARS, TYPICAL 2x6 FASCIA U.N.O. 32"O.C. WALL FRAMING AND REINFORCING SEE PLAN EXTERIOR WALL WITH ROOF TRUSS SCALE: 1" = 1'-0" FINAL GRADE (BY OTHERS) EXIST. CONCRETE FOOTING FIELD VERIFY PER PLAN WALL FRAMING AND REINFORCING SEE PLAN %Z' EXP. JOINT CONC. SLAB ON GRADE 4 CONTINUOUS BOND BEAM W/ (2) #4 BARS, TYPICAL #4 x 24" LONG DOWEL W/ 4" EMBED (DRILL AND EPDXY'D) TO EXIST ° a FOOTING @ VERTICAL REINFORCING d EXTERIOR WALL WITH CONCRETE FOOTING SCALE: 1" = 1'-0" WALL FRAMING AND REINFORCING SEE PLAN EXTERIOR WALL WITH GABLE TRUSS SCALE: 1" = 1'-0" E P lr�Km �01 ftA Prvel pjans Dore R.m )(Drainer f plans, < ' )Onco of b r tyr Cr on \p p €�iC"`t� F1C' q 't)r + �-.ri, u� Jb-, V t it ti ` i f t Ci"C$ C; G' Vit- il'G`f CYF'S� SPS t9 ii C) Oa fine r0 S1( -"'b • i �?CtftCC t i > 1 �i � S C4 Y t, � is 0 5t F ti cs€ € rc vcaE € v �Iy cyd,non Fe 'o' ccde (Dr to viol ate ofcan, � � iia f3ut Qr other ordt'll-'noes O.ne . �, Ln N 00 0 • ,-i 0 N M W Lu Q w p � w >_ CO goC' 0000 OfOLr) =U(,b 00 00w 0 fan 90% SET FOR COORDINATION. Sheet S4 of 4 41 CITY OFWHEATRIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: D Job Address: _. Permit Number: cpo I C i C°- wn in i(,L LF V ❑ No one available for inspection: Time I - pM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 a Date: IQLailt, Inspector DO NOT REMOVE THIS NOTICE FOR OFFICE USE ONLY t, ? City of n JII.... COMMUNi t"y DEVELOPMENT PJar�CP ±t s Building & Inspecdon Services Division 7500 W. 29t" Ave,; Wheat Ridge; CO 80033 Plan Review Fee. .. Office: 303-235-2865 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building ter it Application Please ownplateell highlighted areas cin batty sides of this form. Incomplete applicello0s may not be s Property Address" v. mmy _ Owner (Please print). � r. n $ *� y Phare::.,Property Owner 4,t/t- 1 n Address: (if different than property address) Address: City, State, Zi Architect/Engineer E-mail: Phone: Contractor: 0Lk)QCt— Contractor , City License Phone: Contractor, -ma dress: Sub Contractors: Electrical: Plumbing:Mechanical: WnR. City License # WR City License #W.R City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information on BOTH sides of this form NEW COMMERCIAL STRUCTURE NEW "` ELECTRICAL A UPGRADEERVICE RE COMMERCIL ROOFING COMMERCIAL ADbfbON RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT 4 COMMERCIAL ACCESSORY s. M Y E (Garage shed, deck, etc.) RESIDENTIAL Y i A.. ♦ +R •e !! AYargr shed, deck, MECHANICAL A ! WI•A REPAIR A M LP REPLACEMENT A. PLUMBING SYSTtMJA0PbANCE REPAIR or REPLACMENT Room or materials to oe useo,etc) Sq. FULF Btu's gallon Amps Squares Other FOR OFFICE USE ONLY City of ate �m Wh6atR1 Building & Inspection Services Division ( 0� 7500 W. 29th Ave., Wheat Ridge, CO 30033 Pian Review Office: 303-235-2855 * Fax: 303-237-3929 Inspection Line:. 303.231-5933 Building Permit Application w ' * Pleases complete ail highlighted areas on bath sides of this form, incomplete applications may not be processed. Property Address: 4138 Ingalls St, Wheat Ridge, CO 80033 Property Owner (please print): Brown, Justin Phone: 303-833-1145 Property Owner Email: jbrown2147@comcast,net Mailing Address: (if different than property address) Address: came as above City, State, Zip: Architectffinaineer Architect/Engineer E-mail: Phone: Contractor. Sher City Contractors City License #: 110035 Phone: 817-994-9743 Contractor E-mail Address: bkocis@solarcity.com Sub Contractors: Electrical: Plumbing; Mechanical: W1 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 information on BOTH sides of this form w #. Y • w � w... : A N IR. yy� AR w i,. ♦ IIF w A •. w( w* w 4F AIWWA Sq. FULF Btu's Gallons Amps Squares Other Version #42.2 0,',',SolarCity. July 15, 2015 Protect/Job # $006619 RE: COVER LETTER Project: Brown Residence 4135 Ingalls St Wheat Ridge, CO 80033 To Whom It May Concern, A jobsite survey of the existing framing system was performed by a site survey teem from SolarCity. Structural review was based on site observations and the design criteria listed below. Design C as NX 'Wo,SolarCity. PV System Structural Design Software 07.15.201,5 VerMon *442.2 Cover Letter Project Information, Table Of Contents, & Vicinity Map Structure Analysis (Loading Summary and Member Check) Hardware resign (IAV System Assembly) 4 4 r wt �I , y 9 sr ; ware rea,t;ar+a tc,a �asr.rvav l S338V1 p0mv) 14ry S138V1 ' XC)8 83 3/NOLL)Nnr OCl S338VT ONINOU V 103NNOSit3,:. V, S138V1 ON1N80 V 103NNOOSICI 00 ODSIO 08 ()31V8031N1 /M 83183AN 138VI ONIN80 V 8313V1 Al mn (3) QTS T -.A�01:S l 1�1S O �iV1�131V Y wHinv 1ZV omv 06 :1411"I ND Zd ZZ :1-101ld AV88V ZZ :H31ld TS T al6ut4S dwOD :1V1831VVV 06'}wnvvzv ,4V88V 06:H1nAl V Td6N ZZ:1-131ld AV88V Z :H 11d NVId HIS d 6Z-c1OGM # 11N1A 0 IS i {V9N1 924 L :la Nusnr 'Nmo8e00 6199002— 3 r F� itJ7 eG I i �� 1 cl gg in 3 2: f SA X C e ` d . HE D r ■■ I III i1i1II■■ ■■ a# t ► . �a �1 ,t + . • t e+� r CGS 'T(33'J. ,00,vo- ov*oaz c go<so s toz :azea 1�npe)j 1a 4dwnH !q pau61s AlleA16E0 SIDE VIEW OF MP1 NTS TOP CHORD 2X4 @ 24" OC ROOF AZI 90 PITCH 22 STORIES: 1 ARRAY AZI 90 PITCH 2 "BOTCHORD""w"I 2 2x4 @24�' OC i CortoSkiioe PV MODULE 5/16- BOLT WITH LOCK & FENDER WASHERS ZEP LEVELING FOOT ZEP ARRAY SKIRT ZEP COMP MOUNT C #y` FLASHING C (E) COMP. SHINGLE ozzol� Him #_5T6NC?F » vf1w1w. SYSU Comp Mount I�P—� wous., (19) �%GLI # YL250P-29b I -411siffim'11M lA11 BROWN, JUSTIN 4135 INGALLS ST WHEAT RIDGE, CO 80033 3038831145 ';Tr)E VIEW OF MP2 uTs 0 MP 2 x -SPACING X -CANTILEVER Y -SPACING I Y-CANTIL EVER NOTES INSTALLATION ORDER ----- 2411 STAGGERED LOCATE RAFTER, SKI HOLE 18" L LOCATION, DRILL PILOT — ROOF AZI 90 PITCH 22 STORIES: 1 ARRAY AZI 90 PITCH 22 OLEAND H Comp Shingle 00 Mimi 131" IMMIX -2w Or 100 Q INSEIII III 9 RT FLASIIIIHING. r--------- ------ PLACE■MOUNT. -411siffim'11M lA11 BROWN, JUSTIN 4135 INGALLS ST WHEAT RIDGE, CO 80033 3038831145 ';Tr)E VIEW OF MP2 uTs 0 MP 2 x -SPACING X -CANTILEVER Y -SPACING I Y-CANTIL EVER NOTES ----- LANDSCAPE] 72'1 ----- 2411 STAGGERED POR rt" 48" 18" L TOP CHORD 2x4 @ 24" OC — ROOF AZI 90 PITCH 22 STORIES: 1 ARRAY AZI 90 PITCH 22 BOT CHORD 2x4 @24" OC Comp Shingle 00 Or 100 Q ty K C.) A ACIAUA Digitally signed by Humphrey Kariuki STAMPED & SIGNED FOR STRUCTURAL ONLY BROWN RESIDENCE Adam Kijowski 435 KW PV ARRAY WA.,SolarCity. PAM K4C %V: Ift DtAx- Son Woo, CA 944M T�,(650) 6,3&-1028 F�(650) 63S-1029 STRUCTURAL VIEWS PV 3 0 5/5/2015 (W) -SM -CRY (765-24M) ww,90ordtycm MA IV PA L RAL NO RR SPECSMODULE P t� E BOND (N) #8 GEC TO (E) GROUND RCM} Paned Number: W1624L1125CU Inv 1: DC Ungrounded INV 1 — (1) AREDt 38QC}A� US ZB-U L A (19) YiNC�t l YL2�tM'-291 TYPE EC # 8041 AT PANEL, WITH IRREVERSIBLE CRIMP deter Number: 5469 7 Inverter; 38 W, 24CIV, 97.5%, w/Unifed Gisco and B, AFCI PV I�dadude; 25CIW, 226.2W PTC, Hk: 4m, YGE-Z 60, Block Frome, ZEP Enabled Overheod Service Entrance INV 2 Vac: 37.6 Vp ax: 29.8 INV 3 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER E E "125A/2P 125A FAIN SERVICE PANEL. (E) 125A Distribution Panel MAIN CIRCUIT BREAKER SolorCity (E) WRING rz () LOADS MILBANK CUTLER-HAMMER Inverter 4 A I 125A/'2P Meter Socket disconnect 5 S EDGE DC+ LOADS • 2OAf2P SE A-LIS-ZB--U Dc. Ecc P 2: 1x10 (E) L4sov �...__------ „.�.._..._.______ _—_ — _ � _ -___-__-____ L2 40A 2P C t 3 1 r drap GN _ __»_ _.�.----_-____- EGC _ G�c � MPI; Ix9 R B.. R S 1) duit Kit; 3/4' EMT N 1 F i TO 120/240V R SINGLE PHASE UTILITY SERACE r R fi C R a Voc* = MAIC VOCE AT MIN TEMP (1)s 02 T Pty A EIt B R Br er; 20A 1P--20A/2P-20A 1P, 2 t .d (I) Sad t 4 S BCiX �^+� (` 2x2 S t GS dINFU 0 D C (I)MILEIANK # tI I—xL-5T9 Meter S 2 R PY (19) ( 2NA4AZS P (r H4, DC to OC, ZEP et; #6i- , — (3) MlK4977—INT L Top ector; IOOA, #12 _ 1/0 AWG x , , n (1) AWG 0, solid sort copPer { I ) CUTLER-HAMMER 21 -1 ( 1) Gr Rad: 5/8x 8', copper Discwwt; 3020Vac (1)AIER Y GROUND ELECTRODELOCATE (N) GROUND ROD PER NEC 6+30.47(0) TO GROUND THE ARRAY. cxRrsdjNeutrd AM"', Duty (DG) A SEPARATE () j6 GEC FROM THE ELECTRICALLY MUD ARRAY FRAME TO THE (N) ELECTM JHE (Id) GEC SHALL BE T SEPARATE FROM ALL 0 PARTS. _,..,.,.... w. _x.....a,_ ......,.., _..... _.M Existing wires (1) duit Kft; 3/4" EMT { i) (1 AWG #t0, 2, Btock (1)AY #10, TH*W--2. Red (_ S } 1 } ANG 110, THNtd 2, Birk (1) AMG 110, THWN-2. Red ._ Von VDC Inc 15 (2) AWG #10, PV Wire, 6 V, BlVoC* VDC Isc _ 15 V Vmp 350 VDC Imp= 6.34 I I d (1) Aim Id0, add a E{ � vmp — 35C} Imp- ?.05ADC Vmp = 240 VAC Imp= N/A AAC ./ (1)ANG 110, _2. White NEUTRAL Vmp =240 VAC Imp=16 AAC \ / (i AKG j1O, TNf i-2y . EGL ` d .. .. (t )AWA, , TH"N Z,, ... ., „ EGG/GEC - (1) . it Cit: 3/4` EDIT... t } # (1 }ANG 110. Th1WNV 2, (1)ANG #110, THWN-2, Red Vac* —660 v6C isc = 15 ADC�(2 )ANG /10, PV We, 60OV, Block Voc* = 500 VDC Isc = 15 ADC Vmp = 350 VDC Imp= 7.05 ADC€ f) (1)AWG #10. Sdid Swe Coppw EGC Vmp = 350 VDC Imp= 6.34 ADC ----- CONFIDENTIAL °- THE INFORMATION HMN19 00 `�+ CONT MALL NOT BE U FOR THE R OWN, JUSTIN BROWN RESIDENCE Adam ICijowskd ? OMFIT OF ANYONE EXCEPT SOLARCITYINC,SYSTEM NOR SHAL IT BE DISCLOSED IN *OLE OR IN Corn) Mount Type C 4135 INGALLS ST 4.75 RYPV ARRAY ,'of PART TO 07HERS OUTSIDE THE RE T'S OROAMZATION, EXCEPT CONNECTION W1711 WHEAT RIDGE, CO C 003 THE SALE ANO USE OF THE RESPECTIVE (19) INGL.I # Y 250P-2 b 3055 Clearview Way SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY INC, WAM, SOLAREDGE SE3 OA-U —Z —U 3038831145 P THREE LINE DIAGRAM REV. DATE: Sas Mateo, CA 94402 Ti(650) 638-1028 Ft(650) 1029 PV 5 5/5/2015 ()— —OTY (765-2489) www.solortityoom « ,� « � I I IIS IN UII�� Y � @II I�II�II I I�IIIM II a IIII Y� M III 11 M• i1« f .x t A AWN DV.� # t #O i 1, i* #IV3HM Ai, i i e t t LIV69 ON Md 13 its VV Nr 1MVd :DM M*3W 1 MJ-)0V8�1Y1 -------------------------- --------------------------- 18NNOIa OV %d iD3NNOOSIO 00 ONV d 1d ANI 3181N WuonO dd Ad All 11111 1811N N11118 18X :NMOHs SV a31.DOI SID3NNODSIG Hann S3Ddnos 9NIMO11W 3Nl WMIJ (1311ddns OSIV sI 9NIG1 ne SIHI 0l'd3MOd i 1Ca .......... . �n: ab taa a - rt • Label Location: (AC) Label Location: (AC) (POI) Per Code: NEC 690.54 .abet Location: AC) (POI) ger Code; J_C 690.17(4) (AC): AC Disconnect (C): Conduit (CB): Combiner Box (D): Distribution Panel (DC). 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SE10 A -US 1 SEdi 36A -US C1i3T�UT ...,. ,. ., w ..., �.., .. _., .e.. ... . ....... .. m. _...... .... 9980(. 7' fi N vett; QAC t+£'ru t-Outp=x _ttt'{? , 800 „ X* x+000 tat}3 11400 VA .tk00ta @2 40V ... ..�.. €4'i.,x Al llovv "Outitt=t. .. 61GUf,P 93,10 @ 208V r'^UCY '� str_'vn t.l?i,Ca K100 i 50 40, ''-''spy rs *-FkCt\' ..7.7. S0 dw 2.i3OV Ar, Outt kA vu oge utsre_ A.,> v,.-^lRd&_m d'' ✓ 183 -208 - 229 Vac A,. (,swgwtO, hake P.t Nom, Moo,' a� ✓" ✓ � . .. .. tA_@t+.wr~o.tary Nl'M,-ay.)m -Nh,,m," ,'t3 t+d60.$) ... !8,'... N11am Lt 't. iou,, (ostp.us 0 s, Fr,,n£ 74@1208k 43 y2 20isV :."5 12 A 2t x is'tr 7.2t41,' .�3".. qa'r) 240V41,5 tertte""£hn ;:tmn"C'w CortlfigurFbe ye's ... ... .. .. INPUT - Recommended M'a, . DC. Power, w 3,"h,. -... ... 64. (, i, ,'Y i,: y'�C?E"G'i Yes Moo .riput v3 icE,Ct 51W P'iom PC lnput U„°Etx e t,<:' 27Ei\ / a50 2d' 240V t n., p,wx Current— 1b,5+,ri 208 ',' a'r2018V i.4S Adc `npu ,a -.pvi.?;a�4' r e�s)..9ttA�' - .. i 45 ... ... .. ... .. ._ .. ... .... . ro"ectiort d�tt.yy+Gkt CzJtvPtny , t" ye.S Gr .und f a l xk. Sat'.yt'tP Dt t4 P,hor, ... 600se ,, ,tc''oy . .-.. ... „xaerterrfftt rosy tb§�MPi'a'1IAP, .} 47,7 pia 2 9"&3 t 9,`,v. • 8 tea{ ''>}71 a a as .}8t, 9 P @ d lh C.iC 44 cTP¢21t t,d SftAr;,Nt`L'y' .. 99.r... .,e Nighttime lrube" can, -Ur p}q on <.�t rt 4 ib4 pp $iIip'8i'Dfit d Cb,M unicIY u n intS.?'3i er R,J481,, RS,.32jtt' ern ,... 'rplis.e i0pbonlsi`t I 2`+4tk'E;!?uc, Gmd.`,ttiul, p.ASr C Z.$ Optional STA DARDOMPI 6ANCE &,65 Connection St�ntlards, _.. tt'ta 547 E. s ^yrs Kt: a a! tk. e a:w d SPECIFICATIONS , .. •, "INSTALLATION +e+... ,`°ta1i}rt, ,.onchett oie AoVG rang , ', £ nirnum 124r 6 A JA`Gt /4 bnO,umurn I`4 "? t' AVG .. ... DC mp'.Ur B.i ndu t Size of string. + .t `4=' , ,yv5,r 3E#Cry. � J .rPtnp � th iia $:± ,a 4' mk ni rtta n I r- _Wings 14-6 AWA, . AWG U nens,o with, AC ,.CSafety 305x12'sn7 ` 30 5 x 12 5x7s," '! x x:,!.^. J t. A 335 a 260 n 4 w..iv.n iSixA`tx„)p -,3 ,.+.4 u 775 , x 415 x 177, `; 75 x 315 x 791 reran Wpit.,h$ wlt i pt. 3?,.: Salezy ..'> nch .. S1.2 /2 2,2 ., 54 f 24,7 88,4/40,1 5+40,1 ., , t a'p... Looffl g Tai ur! ECom'Et,tcn ban, tr,t'a, re.,, rGe'yhsv;I NC)a',i+e o ,;:: Gia aVfPn A1+aN map+t f:0ifS4a, it „as"sas�.t+a`tw a a13Fra-140,1,25 £te p`i4hf 6£.65 9Y+" 4jt to +6C`3 P $ts ? Yc NE M,A.E+4 e n iC n ebb or }nCR N Il .kG V .o, R5MY Ve ..9 2d .A A:5 d 44 84tc— 77 &; a 5%, un t 4 25'c C' u*@P8 4»yY4.k ..b ,:i~•.,, Fya wM�t .._.kb�.di' v°', .� tt��. s''a�,-:: Yyi A. �sv..b..'9z'� MAi..B".a,�.�.'C,rc.., •• C.AN PN, .,,C t#>n.g !tr:T a w3 n i Gr'i't trr dt4: ;' ax'i, .S-F..4.,,,t, U. 'AW Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections #date Initials Comments I I- all - IN Now I Underground/Slab Inspections Inspector I �1 Initials *ccupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card Fr1 m The Weather 03/04/2012 01:46 3034240465 BLLE SK PLLHBING P 01 Dote Pe t � il1- '16315 -1 .. a VA s o; +S # ., WIMMAG Use k: i. - V6 '" M M df work: W w a d J n a ,, d -AlM 14Z MOM w I Ca c y Min DEVELOPMENT # [ ,(- O's -e- 7— 4—o?DIZ plan # Permit # Phone: Address: City, State, Zip: .~".f" ~_,..:_ -.;",." \1\ ~ A ....'" ~ ~ CITY OF WHEAT RIDGE :r'r~ Building Inspection Division !V (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: ti ??p:Z/~.4c' !;-)j'()'7'('S- Job Address/Permit Number: "}//3 S' Y6-4 I / '> &7- I?-_' /) <:fLi!/~ r-- /.(;?- ~h:/") F - C~;UU<;L\ / r &-- / ~ ~ ,0; >-:.I--fc .I.#;C7"7/_ - o No one available for inspection: Time AM/PM Re-Inspection required: Yes No . When correclion~ have been made, call for re-it, e lion al 303-234-5933 I" \ . I i 1/ ' Date: / 'Inspector: 'I ' o NOT REMOVE THIS I I I ! I ! I __.______.__~_.J -_._._~--_._--------_._--_._._--._---------_._.._-~..----- I' \~J""IMJ,~~.~i,,,,,..,.._,,,,,,~~~,.~J,<:;,,,. ",",- ,.4", ,,~'''..,,'''~-'''' .' "_",_"",_,,,,__,r,,,,, """-:,"'_""'''''''''''''''''~'''_''''''''_~~ - .'. I . "u.( pr City of Wheat Ridge R.' ftltial Electric PERMIT - 080765 PERMIT NO: JOS ADPRESS: DESCRIl?'tION: 080765 4135, tN<!lAL 125 amp lie , ~..t S ST ice change ISSUED' EXPIRES: 07/0$/2008 01/04/2()o.9 *U CONTACTS: *U owner 720/691-5701 gc 303/477-5116 JaCk Prose Robert Sechler 0.1-9506 SECHLERELECTR+C CO ** PDCEL ,INPO ZONE CODE: SUBDIVISION: ** UA 0.394 USE: BLOCK/LOT#: UA 0/ Permittee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES :::~~ E~) 114.56 1,80.0..0.0. ** FEE SUMMARY ** Conditions: MUlSt ~()mply w/ .' .'. ..'..''-' I. he:t:ebyc:ertifY',th;t:tthe'sett;, ck., dts,j;arices proposed by thig' percuit application are accurate. and ,dp n~t yiolateapplicable ordiIlf1nces'f;UJ;e.o;"r~9Uclat~ ". Qftne ,City of Wheat Ridge or. covenants, easements or restrictions 'o.freco'rd.;. tha~~.p.j. m.aeure~~S -,hO~""an<1...,allega, :101'18 made, are 'accurate; that I have read and agree to abide by all conditions.printe,d on this' applicationandthatlil_s1.Wle-' ullresponsibilityfor ~ompl1ance with the, Wheat Ridge Building Code (I.B,C) and al.l<ether applicable' "h~at,~ic1ge,;':()l:'nan:e8, for work under 'this permit. Plana s~ject to Held inspection. ~ 6, This: pei1tlii: s,'i.$l,:ued'ma cord.ance .....ith the provisions set forth iniour applicatiOn and lssubj,ect t?thelaw8 "of the State ofCclor-ad<:l and to th z.orting Regulations and auilding Codes of Wheat Ridge. Colorado o-r any other'&ptllicolble ordinanCes ,of the City. ThUpennit; ~~'l'eXpi:re"~e day. from the issue date. Requests 'for an extension must be received prior to ~iration da.te; .~ e]l:t.~$;i.,?nntaY~ :.tU'1te~at the. discretion of the Building Official. If .~hi8 pe.X'nIit~1r~;~.n wpe't'mit may be acqu1re-d fora fee of one.half the ~mount nO,rma11y r.equired,.pr~yide~ no changes have bE!enc-i ~i11. b . made in 'the original pl",ns.andspeci.fica.tions and any suspension ,or alJanClQ1'Ullenthasnot exce:ededon~''<IJ~,Y.ar., If, nange.s have l:leen or 1fsuspension Ot" abanClonment exceeds one (1) year, full fees shall bt\! 'paid for 'a new P.~rtn1t. N'o'ItQrk,of 'any; ~er.;8h~}.'bedone :that will change the natural flow of water causing a drainageprol:llem. CCjntractorsha'l,1 notify the Building Inspector twenty-four (24) hours in advance tor all inspectiorlS andeliall reeeive wr.1'..tten.apprQvaJ'otlit\S~~o.n::cardPe-fore proceeding with successive phases of the job. 'l'h.e18~nceof,:-a,pet'l!JM:"'?,;~theapproval.of drawings and specifications shall not be construed to bea permit, for" nor an approvalo,f/-'any:v101"a;' 'Of thepro\tisione of the building codes or, any other ordinance, law, rule or regulation. All plan rev.t~w~~i,. C field inspections. date 1, 2. 3. 4, 5, Signature of Chi.f' a INsPltCT:tON , REQUESTS MUST' t , (303)23.-5'33 BUILDING OFFICE: (303) 235-;1855 Y'3'11M .'JiNY' BlJSINESS DAY FOR INSPECTION THE FOLLOWING llVSINESS' DAY. City of Wheat Ridge Building Division 7500 W 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-235-2857 Inspection Line: 303-234-5933 Date: ()7'Og. Plan#: Perrnit#: O'iS()7(P{j Building Permit Application Property Address: -1/3<;- I ~4I'.L. .<D) Property Owner (pleaseprinf): ~. <JkK' ~os~ Mailing Address: (if different than property address) Address: Phone: --;J.;Jb -c,'1/ - ~70/ wk.f [e.-~ U foo.'!.> City, Stale, Zip: Contractor: SUf/#"e 6J.cc TA'l C- ~ Contractor License #: Phone: ]-17/-SJI!; Sub Contractors: Electrical City license #: Company: 5t:Cf-lLr.vt( F,i.,EC- Ti? ,c-- Exp. Date: 0'1 fiO I. Approval: J-/;;>r/6"i Use of space (description): / d.r -4. Description of work: Plumbing City license #: Company Mechanical City license #: Company: Exp. Date: Approval: Exp. Date: Approval: Sc<~V'Cr.:. CIfA-~F: Construction Value: $ ~ ,fCJO" (as calculated per the BUilding .Juatian Data sheet) Plan Review (due at time of submittal): $ Sq, Ft./LFI added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNOERSTANOING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VVheat Ridge or covenants, easements or restridions 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 \M1eat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this pennit. Plans subject to field inspection. CfRLCEONE:: (0 ER) CONTRACTO or PERSONALREPRESEN~JVEJ"f(OjfNER).(CONTRATOR) _I../~/ PRINT NAME: O!3e.j(' T ,eC:kL,z, SIGNATURE: ~~ Date:-4-'f2!2L ZONING COMMENTS: Zoning: Reviewer' DEPARTMENT USE ONLY PUBLIC WORKS COMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: OCCUPANCY: _ FIRE DEPARTMENT:: 0 approved wI comments 0 disapproved 0 no review required I Bldg Valuation: $ , DePARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number: Date: 10885 7/21/2000 Property Owner: Property Address: 4135 INGALLS ST Contractor License No.: 19804 Company: Elcar Fence & Supply Co. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 424-4788 Phone: 755-5211 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 a to abide by all conditions printed on this application, and that I assume full re onsl' for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applies e at idge orcyrjany:s,/for under this permit. (OWNER}(CONTRACTOR) SIGNE {J, We. DATE l(r I-dO Total: $3,270.00 $97,25 $0.00 $49,05 $146.30 Construction Value: Permit Fee : Plan Review Fee: Use Tax: Use: Description: REPLACEMENT: TEAR DOWN OLD WOOD BASKE1WEAVE FENCE & INSTALL NEW 6' CEDAR ALTERNATING BOARD FENCE BUILDING DEPARTMENT USE ONLY SIC: Sq, Ft: Approval: MLC Zoning: R-2 COMPLIES WI FENCE REGS. 7/18/00 MAY NOT BLOCK SIGHT TRIANGLE OF ANY DRIVES ON WEST SIDE Approval: Occupancy: Walls: Roof: Stories : Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval : Expiration Date: Approval: Expiration Date : Approval : (1) (2) (3) 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 Bulldln9. Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 1:20 days. 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 jf suspension or abandonment exceeds one (1) year, full fees shall be paid tor a new permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for alt inspections and shall receive written approval on inspection card before proceediing with successive phases of theiOb, The issu of a perm ol'the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation oftha provisions of the d 9 ny other ordinance. law, rule or regulation. (4) (5) (6) Pleue Note: Owner / contrllClut Is responsible for locating property lines and conslnlcting improvements aeeording to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any eonslnlc/ion errors resulting from inaceurate information. Dl:PARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE. 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON Property Owner VI R 6/ /J I A PROSe:. PropertyAddress: t.(/3~ JIVt;AI-Lt;; >,. Contractor License No.: f q 8 0 'f Company: GL-t::A-R. PeN ec::-Co , OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: Date: / () 2 ::; D 7-/8"-06 Phonef.,z. '1- '17 &&> Phone 7 'J 5' - 5:< J ) 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 respon . "lily for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicabl e Ridge ordinances, for work under this permit. Construction Value: Permit Fee: Use Tax: ATE7 ~ I [(-(/0 Use: R~PL~M (f/YrrL DOw~ al-I? WOOl;> Bl15fLefweW@. ~ L8 r /;J '7rlr-Li- IJ IJ; /AJ i.9 \ @e:Df}(L Itc.- TEYL/'J t'i-F /rJ G:.. 8o/rf4,/ F'e:tJCE" , Bl\llDING ~~-\f;RTMENT USE ONLY )>- CJJI\\?W.S 7~\\(t U\.Q'6S, SIC;", SiC; -I-I"/~k ~ J: "..1 kl,..k ~/ ~/,,~ we,-J s ;o/-e. Total: (OWNER)(CONTRACTOR) SIGNED Description: ~-v:.- ~'-. ,",~ Approvai : Occupancy: Walls: Roof: Stories: ~. Sq, Ft, : 11' ,',., ,," . ;., ..._. -.1 t:: ''- /I. ", I..,i- "t' t'f, .......,...,' lJ" l,.,';. '!;---' - '''.c,.... I,JU' . , tractor Is respO~le for locating onslructing improvements uccardi g to tho Ian and required develoj>ment s dards. , responsible for inaccurate inti nnatioll ,plan.aet and any cons ctioll , Urate info on. ~t Zoning: fZ - d-. Approval: 7//0/a::J lYll9 r p/l Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approvai : Expiration Date: Approval: (1) (2) (3) 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 8uildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. . This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount nonnally 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 pennit. No work of any manner shalt be done that will change the natural flow ot water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the/'ob. . , The issuance of a pennit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the prOVISIons of the building codes r any other ordinance, law, rule or regulation. (4) (5) (6) ector ._._._-"~.~ .~ . , /l il "w" ;1:,:5 31- CENTER 100' 00' 8 7 CONSOLIDATED PLAT 100 30 Ave , 44th. r- . 79.5 79,6 8 cO, 0"'1 <0'" ",on I 0 to-~I "'- "'!!il .on , ;1 O<o! Ucn "-", "-- w -, ~ 'on CD 'on CD 4-A '0 o 3-A 2-A '0 o '0 o I-B CV @ G0 140' ,--c 5- @::) @:) 5-A " KAREN" 103 @D@ 140' LOTS 7 a ) KAREN S~.~I~ 008 l' ~ 00' 100' 6-B @D (QQV 50 @) (QQ1) 50' " SWB ~ -A -D ~ 'on .... 3-B 4 -B 6-A +- '0 Q) on Q) - ... +- en l:: C SUB. 2 '0 on '00 ~ @ 53 ROFF 8 200' 023,) ~~' " al 62 :::> IQi\ ,(/)~ ~ ~ ~ ~ >-' 0::" 63 <{ ro oa:l@V' '" L1- 100' o 64 ~~@:) 85' I C2sD "0 on 47' 2-B @D @D9@ 150' . 100' @ 61-A <::@) ~ " 61-B @::) B G!D 165' ~ 9 14' 28 A ,6 27 ~ 'on rcYJi' onon@~' ~@!)! ~........ ~~ DA - ~ 129 131' Q) ,'-I 29 26 '", 79,6 U5 ~'on on CQQL:) 'on ........ .... 129' 131' <0 30 25 "'~'onon~'on ~........~.... 117.1 131' 'on _ 24 ,,'" W. ~3rd. ~ 'on on ~ .... '" 117,1 4 LS 139,5' '~ ~ '''''0 CE 23 ....0 ~ '", 132,1' - @D 31-B .... 5 ~ 56' . 150' '", ~ '", 50' no' 14 85.2 7521 75 22 .... .... ' 13 I9-A. , ~ ~~. 1321" ::J~ ~~~~~ 6 ..... - (\J '" - . - - _.::- ';e GD 19.B 132.1' ' B-5 'P.;-' @ ~ W. 42nd. ~ ~ - '.,.,~ '" ,~",,~ .w ....... 63' Pi ~ \, ~ " ~ 1 o 06 15 \ ~ 2 "GQ!) 33' 133' 14 ~ in ~ ..... ~ II " 13 ~ ~ @V K " " C@) 12 ~ '" 004 ~ .... " " II ~~ " 10 c ~ GQV -:> _ 133' , 9-A ::l C@ t ~9-B ~ 8' W. 117,1' I @0 '.. HAPP'11 <0 , 132.1 - 2 . @Go4) '" CD ~ ~ 9 /' jI- e@:) 150' 50' " @V it .... +- ~b o o o Q ", CD ~t .,. ", CD .... '" 6, u- ,,-'" ::;.... -, 60' 79,5' 7 '", ~CQV ~ CD 94.5' 5 8 '~C2:D:)-~r~~ .~ '" 4 @).~ 78.5' 6 @. "~~~ '" 93.5' " t: 9 ~I' 'I' o I() 10'" u "JrOiO" .n .... ~~O'lm Ave 7.5.' " o <0 ", .... 77 18 @ 'to: '" Gi0 CD 92' 7 '", I '.. ..... . I"-l .. '" tn@D " 16 C@)~ 5 .... .... '" 2 ", r-- 132. @:) ':;; I ~ 25' t.~ ~. ~: ~. '~ ~, f cn CD '" I '" r-- 6 U ... "- w -, ~ " !!. - II 15 .19 - 3 4 ' ''''@V''-' C@) r-- . . 009 .. '" . 'on "'cQ2D04 to: .!!! ~ .0 '" 004 "! .....m. ~ _ m~ to- V' C '" l: " II - 'I 5. 14, II -J 2 on' ~ ", ~'''' r::::::A r-- ::~',,: .n~.o~~'''' '" .... I Ol . mOl ~ '" '" 6 94 5' 04 921 . II '~ 13 ell I2-A . I -::l~'~ ~~~~'''' 00 ~ OOl~~ - '" 23' 93.5' @ .", 87 ~ @D 107' (@) 58' "", <6 '" .,.J.__. 3 'on r-- 7 'on CD 8 'on "' Gli) " GlQ) .. ~ 33' @C22V 8' ~ .. '7 . ), ro~y 'ill';"" '.'(,; if', ~r,[ :I'~~L, .;~.:; '-<it<.. ~~:~ Ik ' -~;,. ~, ~ !~I.e /' / ,/ Survey #672'3 / Office MAin 3-4774 Midwest Const. Co. Lee M. Robinson & Associates SUBDIVISION'" CONSTRUCTION SURVEYS 110 West 13th Avenue Denver, Colorado 414 >- ... ..J ... ::> 3.5 17,9 36' 28.5 30.1 ' - I 4135 0 v <;t- v .., '" ,..: ...: ,-- ~1 '" 's (f) .-- (/) 28,5' I _..I 0 c: Lot 2 35' 70' 93,S' 4125 '" ,..: N N W. 41st Ave. CERTIFICATION \ ~ I I ... 2 III 2 III .. III \ ~ iJ' ~ , ~ A:. ~ C> u) ~ This i8 to certify that on this '3rd day of December, 1954, I made a survey of 4135 Ingalls Street, Lot 2, INGALLS TERRACE SUBDIVISION, County of Jefferson, State of Colorado and found the one story brick house with basement to be 10- oated entirely within the boundary lines of the above desoribed property as shown on this plat. The location and dimensions of all buildings, improvements, easements or right of way in evidenoe or known to me and sncroachments by or on the premises are acourately shawn. ~~~--."v Regist eci;;'nd Surveyor ". -.------ --,.-.-.------.-.--- ...-.---" -.--.---..--.- <.11ntificutr of @luntry Wm, H, Bu'gwin. Con.ull;ng Ln8;n.., 723 Delelwere St. AC 2- 7935 Denver 4. Colorado Nl1. 20208 (froc,e) , ~,'" I ~ ,I/' 1'/ "l :,,'- , '0 \'1 ~ ~ lS) . / S/i'/"Y t'- ~ ~ 8//c/ \, t ~ 3cJ ' \ \ \ \ \ ! \ --->>1 \ :; / ;/ ~.J:'~-' -.-----.-- -.---..--- ..-....--- ~ --------.- ~._. 29' -..-.----------.- 'I-.. rt IV '\ '\. \Jj , ~ #'1'/35 .:3'/.5' 29' T \~ t-< G) r \~ ~ oJ P- C> .. ~ .. ,CJ .2 "oJ \1) I') , '<1 ~ l"l ~ "'" ~ ~ ~ J.t?/ E ~ .- .-- ---- 93.S" --"-' .---- ., 'Y /.8 .5'" (~ ~~ (Ii ~ .-------- .-"- . ' 5'c~/6': 1//:::-,20' /0."<:' /- ..-:; """A 7/ -' rec'll/lt? :/,. " :.... ?c<rl 0/- JNG'ALLS 7fRRAC[ SVBD/V/5/ON " . 1'h'- cerUlleo \hat the aboYa III a........4........,t plat GII . ......,.,. macIe b7 m. thle 5th cIa7 of ,hlrle 1062, of th. p.<>.-tt 4eoeribed" Lot 2, lngalls '1'erraeeSubdiv.ision, CO'l!\ty of ,Jefferson, SI-ate of , . Colora.do~ lUI4 \hat th. and encro :,'- / It(,!,,', H, ' Bu,gw;n,,' Con'4uhin En8;n",:1:, / ("''t- <', )' . ( ~~ ;;(j:J-^-1 ',r"'~ )-v .~ .. _ _ __ ______ __ ___J BJAMISo.N 07 -13-00 JEFFERSON COUNTY ASSESSOR/TREASURER SYSTEM 9:17:16 MASTER QPADEV0019 ATSI002 Next Screen: Parcel ID: 39-243-04-00S- Related Schedules Key: 025928 Schedule: 025928 Status: 1 T-Dist: l1J~ Reason: C85 R76 Owner1: PROSE VIRGINIA C Owner2: C/O: Mail: 04135 Dir: Name: INGALLS Ty: ST Sf: Ut: City: WHEAT RIDGE St: CO Zip Code: 80033 - 5126 Prop: 04135 Dir: Name: INGALLS Ty: ST Sf: Ut: City: WHEAT RIDGE St: CO Zip Code: 80033 - 5126 DBA: City: WR Actual Assessed Most Recent Sale Data Date Land: 37000 3600 Date: 7-28-1994 Code: 44 Assessed Imps: 112500 10960 Amt: Deed:/ 4-15-1999 Total: 149500 14560 Sdiv Reception B/T f Lot ey Sec Twn Rng Qsec Land Area Acres 379000 94127917 '00llL --z4 j 69 - Sub: INGALLS TERRACE "'c Nhood: 0412 Area: 2 Struc Use Blt Unt Con Bsm d Flr GT Liv Area Bsm Area Total Land Tot Acres RESID RANC 1954 --r ~ -pf --- --- DG 1268 1268 F7=Addl Mst Inf F8=Prt Mstr F21=Dsp Doc Last Change Date: 8-11-94 NPC WillI jhe ptq\It8lons 881_ in yopur~ 8I1ll1e s_ to the '- of the stele of COIoredo ilnd to!hel,cnlng ot_ _COIoredo or any othereppllcable _ 0I1he City, , t"" ~.uthoriled Ie not _ within sixty (60) <leys from Issue _ or (8) !he building _ IsIU8p8l\dlld or mey be ecqulrocIlor. fee 0I_!he emount nonneIly~, orovIded no chengeo hove been orwlU be mode In !he 8I1ll any _Ion or ._nment hu not exceeded one (1) yee'. 11 chengeo ere mode or W s"spenslon or abendonment shan be paid fora new permit ". '. . be doho IhotwlU chenge the _rei now oIweter COUIinII' drelnege prOblem. ~1wenIY.1our (;Z4) houfs in edvilnCO for ailli1spec:tlonsllild Ihelll8C8ive _eppmveI "" inIpOclIon cenlbelore . 0I1he I<>b, ",*"",,1 of drewlngo 8I1llspecltlc:etlons shell not be _ to be. ponnlt for, nor llIl eppmveI 01, any _ 01 the provisions """ low, rule or regule1lon. ',p,._-,.~ " DEPARTMENT ;;. BOILDlNG I CI 7 PLANNING AND DEVELOPMENT PECTION DIVISION - 235-2855 OF WHEAT RIDGE V\lEST.29TH AVENUE TJiUDGE, CO 80215 Building Permit Number: Date: Property Property Contractor Lice No.: 17529 Co pany: Alsco Cardinal Home Improvement Phone: 424-4788 Phone: 777-3444 OWNER/CONTRACTORS NATURE OF UNDERSTANDING AND AGREEMENT I hereby cortily.~ ~lletba diatanceapropoaed by "'18 pennK eppllcallon _llCCUrale, al)d do not Vlo~ 8/lQlll:abIe, , nces, ruIIIs or rag\llllliona of the City of Wheal RIdge or covenants, e~ <:>, Ala na of record; that aft mea""l8ments shown, al)d al/egatlons made are aCCUrele; tlljIt lhav!> IJ and agnl,e, lo abide by aft conditio, na printed on this applicatiOn, and.th!>t l...~ ;respoIIS!l>llItyfor COIJ!Plianco with the Wheat Rld$le Bufldlng Code (U,B;C.) lIl1fI afl~ ',le\lVheat Ridge ofllmances, fo' walk under thIS pennfl. DATE cOnstrUCtion Value: Permit Fee : Plan Review Fee : Use Tax : Total: Description : VINYL SIDING BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Occupancy: Walls: Roof: Stories: Residential Units : Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Expiration Date: Approval: . . Expiration Date: Approval: . (1) (2) (3) 1;1 (8) LID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION 5734 8/26/97 $1,500,00 $49.50 $0.00 $18.00 $67.50 DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Property Owner: 9r<,osE,) U/'t<e /vi ft Property Address: L{ 135 =r tv . f) \\ S Contractor License No. : 1 75c99.. Company: {'\ Ie" ~" ,,~ Dllc:u:J ,--Al-<LAh0f.\l Phone: ~g~ _ z(P2Z Phone: 1/I?D {; {,3<-\<-\'-( OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: bLOOD <-[Lf.50 /25,00 I hereby certify that the. setback distances proposed by this pennrt appilcation are accurate. and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restridions of record: that all measurements shown. ana allegatIons made are accurate: that I have read and agree to abide by all conditions pnnted on this application. and that I assume full responsibility for compliance With the Wheat Ridge Building Code (U.B.C.) ana all other applicable Wheat Rid9_i OJdinances. for worn under this pe~lt. (OWNER)(CllNTP.\CTORi SIGNED '~\l:'J/L~-v'- CArr!{.' /J -'17 Descnption: 3;;;y> V'~L S0."tJb BUILDING DEPARTMENT USE ONLY Total: so Z/mITIjj'~n~ Approval: Zoning: ~ldliiJ:r.~~gj!!J Approval : PI,'bJI~Wlnfdtmnnmenls~, Approval: Occupancy: Walls: Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: .l (p)!'tisRi!1JuJrea;a Expiration Date: Approval: .\I ;"R!ll:nsRiiljuited.:-"~J Expiration Date: Approval : PI 1iP.~uJtj:RI.~ (1) (2) (3) This permit was ISSUed In accordance with the provIsions set forth m yopur appucabon and is suc;ect to the laws of the State at Colorado anCl to the Zoning Regulaltons anCl Building Code of VVheat Ridge. Colorado or any other applicable orc~lnances ot :.-:e City. This permit shall expire It (A) the wot1c authonzed IS not commencea wllnm SIX!)' (60) days tram Issue date or (B) the building authorized is suspended or abandonea for a penod ot 120 days. It thiS permit eXDlres, a new permit may be acquired for a fee at one-half the amount normally rec~.llred. provided no changes have been or will be made in the ongmal plans and speclfieabonS and any suspensIon or abandonment has not exceeaed one (1) lear_ If changes are made or It suspension or aoandonment excee<:ls onc 11) year, tull fees shall be paid tor a new permit. . No wor1C of any manner shaH be done tI"lat wlU change the natural flow of water cau$lnQ a draina~e problem. CcntraClor shall notlty the Building Inspector twenry-four (24) hours In advance for aU Inspections and shall receive written approval on inspection can2 before proceediing Wlln successIve phases of the job. Tl",e issuance ot a permll or the appro.val of draWIngs and specifications shall no! be construed to :-e a permit for. nor an approval of. any violation of the provisions ot the building codes or any other ordInance. law. rule or regulalJon. . (4) (5) (6) , Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION '-'--':'.'ilUfD<:"'~'-";" '";':,". ....;:,..;:;.;.:J:;2'~::&,~:.::~.:.~..::'..1';:', "":'~'"':'.',: :":;.'IL~-':'':'c:..:r.:,~':'" ~""{?0f1!f;;~M~~,,;W1J~~~.4~";;~~~"1;'"-f!,.,~'h.lli~~~~.l!fJ,fi1~M.~lM~~~':1~~1l~~$:~,~~~~I'~,;,~"~'~~~~:'~~)$l~~;\Jt?~~~.~~t.~~W;~7~1't~~t ...,J '0;.' DEPARTMENTF PLANNING AND DEVELOPMENT BUILDING IN PECTION DIVISION - 235-2855 CI OF WHEAT RIDGE 750 WEST 29TH AVENUE WH T RIDGE, CO 80215 I I ! property€ner: PROSE VIRGINIA C Property A dress: 4135 INGALLS ST Contractor Licen No,: 17529 Co pany: Alsco Cardinal Home Improvement I I OWNER/CONTRACTOR SI$NATURE OF UNDERSTANDING AND AGREEMENT Building Permit Number: 95-2194 Date : 11/7/95 Phone: 424-4788 Phone: 777-3444 I hereby ceIIIfy that the setback latanceo proposed by this pennlt application are accurata, and do not violate allllllcable 0 Inances, rules or ragulatlons of the City of Wheat RIdge or covenants. _ills or res of record: thel all maaau""",,nts ahown, and allegationa made are accurate; that I have and _ to abide by all conditions printed on this application, and that I assume I1l8SpClnslblliIY for compllanca with the Wheat Ridge Building Code (U,B.C,) and all other a ble Wheat Ridge ordinances, for wor1< under thla pennll. I (OWNER)(CONTRACTOR) SIG",ED I VINYL!SIDING ON FOUNDATION DATE Total: $800.00 $21.00 $0.00 $12.00 $33.00 Construction Value : Permit Fee : Plan Review Fee : UseTax: Description: BUILDING DEPARTMENT USE ONLY Approval: Zoning: Approval: Occupancy : Walls: Roof: Stories: Residential Units : ElectriCal License No : Company: Plumbing License No : Company: Mechanical License No : Company: l~l (6) Expiration Date : Approval: . Expiration Date: Approval: . Expiration Date: Approval: . (1) (2) (3) with the pIOVIaIono oet fOl1h In yopur sppIlcatIon slid .IU_ '" the laws 01 the _ 01 CaIonIdo ond '" the ZonIng 01__, Colorado or any _ _1caIoIe ottIInsnces 01 the City, tho _ authorlZod II not com_ _it sixty (60) days from I..... date or (8) the building authorized II auapandad or m.v be aoquired lor a faa 01 ona-haIf the amount nonnaIIy required, provIdad no changaa have been or will be made In the and any lUID8nslon or abandonment has not exceeded one (1) year. If changeI are rn8de or If suspen8lDn Of' abandonment shall be j>ald lbr a new permit be dona Ih8\ wII1 changa the natu18l_ of water causing a drainage problem. lna_ twenty-rour (24) hours in advanca lor all InapaclIona ond shall racaIve wri1Ian approval on lnapaction canl beIora ,_oItheJob, the appr'q:V&1 of dnlwi s and apecIftcations shIll not be oonstrued to be a permit for. nor an approval of, any vtotetIon of the provtaklns other n . I role or regulation. . uilding Ins or THIS PE,MIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR I CALL: 234-5933 24 HOURS PRIOR TO INSPECTION If J:9ll) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number: Date: Property Owner: Property Address: Contractor License No. : Company: 11<.os't... Lj (35 .::r:~Alh I 75t9'1' AlS:::V -61t0.,'(0Al sf, Phone:t[ ,9.t{- tf'l'3'6 l-(Q'lU? -;:st'y;200e\'l'!....er~me: 777- fY-{4'-f OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Use Tax: 8'00 U'~ .if d ( 00 .f/ I d 00 ~ -1"$ 00 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 01' restrictions at record: that all measurements shown. ana allegations made are accurate: that I have read and agree to abide by aU conditions ponied on this application. and that I assume full responsibility for compliance With the Wheat Ridge Building Code (U.B.C.) anO all other applicable Wheat Ridg'f~dlnances. for.;'ork under thiS permit. tl. (OWNER)(CUNTR.\Cl0R; SiGN,,;) (7 f PAA, ~a.-~ DATE (0/.:P1 /, ') V l)i~ L S "ct, Tota! : Descnption: d;6 A cJ ILDING DEPARTMENT USE ONLY ZlmrnlYemmne~ Approval: Zoning: BB1ldlii ,rnvn--""" "._' '". ~J'I)'-"~-I Approval: PQbJIC:WO-rkS~c~n.IIliii'lts~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electncal License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: ,] rP1l'nS~uJrea:a Expiration Date: Approval: .ii, Pr.rns ,Rll1:Jt,Iired .~:1 Expiration Date: Approval: . ~~ul@ll.~ (') (2) (3) This permIt was ISSUed tn accordance with the provIsions set fortl'lln yopur appllcatJon and IS suo;ect to the laws of the State of Colorado and 10 the Zoning Regulations ana Building Code of Wheat Ridge. Colorado or any otner applicable orClnances of ~-.e City. This permit snail explf"e If (A) the wolil; authorized IS not commenceo WIU'lln SIXty (60) days from Issue date or (B) the building authonzed is suspended or abandonea for a penod of 120 days. If thiS permit eXOlres, a new permIt may be acquired for a fee of one-hatf the amount normally rec:.!Ired. prOVIded no changes have been or will be made in the onglnal plans and specifications and any suspension or abandonment has not excee<:3ed one (1) fear. If changes are made or If suspensIon or aoandonment exceects one 11) year. full fees shall be paid tor a new permit. No work ot any manner shall be done that WIll Change the natural now of water causmg a drainage problem. Ccntractor snail notlfy the Building Inspector twenty.four (24) hours In advance for aU Inspecuons and shall receive written approval on inspectlon cara before proceeaiing With Succ:esSlve pnases of the Job. Tt',e issuance of a Dermlt or the approval of drawmgs and specifications shall not be construed 10 :-e a permit for. nor an approval of. any violation of the provisions of me bUilding cooes or any other ordinance, law. rule or regulatlon. (4) (5) (6) Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION