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Home My WebLink About3735 Marshall StreetCity of Wheatjdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building F: 303.237.8929 November 29, 2018 Owner/Occupant 3735 Marshall Street Wheat Ridge, CO 80033 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201702282 (Addition) Owner/Occupant, This letter is being sent to you because a project for which a permit was issued by the City of Wheat Ridge Building Division and plans and/or other documents were required was recently completed and approved. In accordance with the Building Division's document retention policy, the associated plans and/or other documents are scheduled for disposal. We are writing to offer you an opportunity to retrieve those approved plans and/or documents prior to their disposal by the Building Division. The plans and/or documents are available for retrieval for a period of 20 working days (4 weeks) from the date of this letter — December 21— and must be retrieved in person at the Building Division offices. This letter must be presented at the time of retrieval of the plans and/or documents. Plans and/or documents available for retrieval CANNOT be mailed and plans and/or documents will NOT be available for retrieval after the expiration of the retrieval period. You may retrieve plans and/or documents between the hours of 7:30 a.m. and 3:30 p.m., Monday through Friday, at the Building Division offices located at 7500 W. 29th Avenue in Wheat Ridge. Cordially, Kimberly Cook Permit Technician 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2873 Fax: 303-237-8929 www.ci.wheatridjze.co.us City of W heatjdgc COMMUNiTy DEVELOPMENT www.ci.wheatridge.co.us 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: '3-73-'S ST— Permit rPermit Number: Sr— \--? 622 F_, 'L ❑ No one available for inspection: Time AM�E:) Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: "Z W bQ NOT REMOVE THIS NOTICE 1* � 4 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: � �/42G Job Address: Permit Number: 2 � /',n ❑ No one available for inspection: Time 9 Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: r a Inspector: t- DO NOT REMOVE THIS NOTICE 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: Job Address: Permit Number: 00176 t ❑ No one available for inspection: Time �' AM/(h V Re -Inspection required: Yes ��-- When corrections have been made, call for re -inspection at 303 -234 - Date: �' Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge � r Residential Addition PERMIT - 201702282 PERMIT NO: 201702282 ISSUED: 09/08/2017 JOB ADDRESS: 3735 Marshall ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Add on 30 ft x 12 ft addition for living area and storage; also turn existing garage into master bedroom and master bath; 360 sf addition; 165 bdr *** CONTACTS *** OWNER (303)898-4865 LUNDIN JEFFREY R GC (303)725-7552 T Son Construction 110275 T Son Construction SUB (303)458-5988 Josh Ward 018236 Applewood Plmb, Heat, & Elec. SUB (303)458-5988 Josh Ward 018236 Applewood Plmb, Heat, & Elec. SUB (303)422-9219 J. David Doherty 018046 Piper Electric Co. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 55,000.00 FEES Total Valuation 0.00 Plan Review Fee 500.37 Use Tax 1,155.00 Permit Fee 769.80 ** TOTAL ** 2,425.17 *** COMMENTS *** *** CONDITIONS *** All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2014 NEC and a11. 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. City of Wheat Ridge Residential Addition PERMIT - 201702282 PERMIT NO: 201702282 ISSUED: 09/08/2017 JOB ADDRESS: 3735 Marshall ST EXPIRES: 09/08/2018 JOB DESCRIPTION: Add on 30 ft x 12 ft addition for living area and storage; also turn existing garage into master bedroom and master bath; 360 sf addition; 165 bdr 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 thisermit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying pplans 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 retired 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this juroieppn. Approval of work is subject to field inspection. W, Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. G City of i��Wh6atR.j,dgc ommuNiTy DEVELOPMENT Building d Inspection Services Division 7500 W. 29'' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-23778929 Inspection Line: 303-234-5933 Email: permits(akimheatridge.co.us FOR OFFICE USE ONLY Y ®ate: Planmerinit # � Oil Plan Review Fee:Lam" 5 560,"S] IQ" *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 'J / j Property Owner (please print) Property Owner Email: J Mailing Address: (if different than property address) Address: City, State, Zip: Phone: 3 0 3 architect/Engineers .5Pa,,✓, G r I�Pi ArchitectlEngineer E-mail: d a rJ l ('('o Phone: 20, T32 (ro" r(_? Contractor: T- � On C�1.A, r vl T ✓� Contractors City License M Contractor E-mail Address: A �) i- C) 106 Sub Contractors: Phone: 30:3 - 7 ),5 7�5 �)\ 5 - Electrical: P(i t&S e k 0 l d L (e -� Plumbing: t \+ L M e(/�- `. G c,.,- Mechanical: �� r�� I L U W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form IL F ❑ COMMERCIAL 0/RESIDENTIAL Desclrilation o _work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ ZOMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING VRESDENTIAL 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.) Q aid o,(\3o r Y (%� (/c" J1O`1 f0/ JL✓� C'(%�d� Dt D' s�4�Gt� . Ct15o 6,,('54'A x'54A Sq. Ft.1LF 0jID �"� Btu's Amps Gc✓, 5, *rin+o Moksfer �odioo^ dKr\d Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) 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 tity on this application. CIRCLE ONE: (OWNER) ONTRACTO) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) PRINTS' NAME:. dl I G' . C SIGNATURE: DATE: f DEPARTMENT USE ONLY ZONING COMMMENTS: Reviewer: C> � �. � 12 -1 L 47E -V C -L c ,) �v " BUILDING DEPARTMENT COMMENTS: Reviewer. SS�� PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required OCCUPANCY CLASSIFICATION: `P-3 TYPE OF CONSTRUCTION: SPRINKLERED: pA�l /► OCCUPANT LOAD:_A $� c ! �OC• a2) 56,011 367.2 5S 000 Building Division Valuation: $ RESIDENTIAL Building Permit - Plan Review Worksheet Address: 3-7 3 nAA4,S -�ct� Lot Size: TU 2 0 sq. ft. Zoning: -_'` (' Lot Width: ^' (Q 3 ft. Rev. 03/2017 Property in the flood plain? 0 0 If yes, notify PW Floodplain Administrator and add surveying condition FLD Type of project (applicable survey conditions in parenthesis): CO:At permit, we need: Survey at foundation: Survey prior to ❑ Accessory ISP, ILC or site plan none if in floodplain (FLD) -Z Addition ILC and site plan if w/in 2' of setback or in floodplain (FND) if in floodplain (FLD) ❑ New ILC and site plan yes (FND) if w/in 2' of setback (NRS) if in floodplain (FLD) Maximum Lot Coverage: % � sq. ft. Existing Improvements: House: K ta-A sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing sq. ft Lot Coverage k') % Proposed Improvements: House/addition: 1�-Aka �i sq. ft. Shed: sq. ft Detached Garage: sq. ft. Other: sq. ft. Proposed+Existing J y(e sq. ft Lot Coverage (7 % Required Setbacks: FR 2eQ S S R S Provided Setbacks: FR ';�24f7� S`,� ~ S R1 1 For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: ft. Maximum Size: sq. ft. Proposed Height: �-�� P Proposed Size: (g sq. ft. Does the bulk plane apply? (Y/N) If yes, does it meet on all sides lies to FR S � S � R (See 26-642 and 26-120.C.1 —applies to all single -f mily structures ( ew, addition, a cessory) in 1C and R-3) Parkland Conditions , 1 A Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? I" I 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. 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 floor area by 60% or more - use formula: (proposed floor area — existing floor area ) / existing floor area = % inc. If any box above is checked... (see next page) Rev. 03/2017 For SF/DUPLEX—Is there existing ❑ Curb ❑ Gutter L15 -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. Other Conditions Access (applies 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. ❑ For all uses other than one and two family dwellings, no vehicle entrances or exits may be closer than 25' to any property line, except when used as joint access for two or more lots. ❑ In residential zone districts, curb cuts shall be at least 10 feet and not more than 24 feet in width. ❑ One and two-family dwellings may have horseshoe driveways, provided that the street accesses are at least 30 feet apart, measured from the interior edges. ❑ For all uses, one access point per property is permitted. Landscaping (applies to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Street trees required: Street trees provided: ❑ 100% of the front yard and 25% of the entire lot must be landscaped prior to issuance of C. 0. ❑ 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. t 0) of w heat ide CITY OF WHEAT RIDGE. Bvtwwo AND INSPIX-MON SERVICES DIVISION 7500 W 19th Ave Wheat Ridge, CO 800334001 p. 303.235-1835-f 303.237,9929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed, Project Address: 373S- rn Gc , S�'c't, r S f j� Name of Firm/Individual submitting documents: j — to r DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I. am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Aoencv reoneented: (Pease mea me) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Sanitation District ea Ridge Water District o Clear Creek Sanitation District o Consolidated Mutual Water District o Fruitdale Sanitation District o Valley Water District o Westridge Sanitation District o Denver Water o Other Agency Notes: Y `' ! I ure: Date: ( gen epr entative) / �1 v 17 L tPr/X S LL�OG f� ✓`' a va r ids r � � _ � City of Wheat Ridge CnY OF WHEAT RIDGE BUILDING AND INSPECtION SERVIi ES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303 235,2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date: f 14 17 Project Address Name of Firm/Individual submitting documents Project A _1 J j --� - '7 n'/ .n, / 1 - I - _ -7- 1� DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, , am a duly authorized representative of the agency Indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection a Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: A o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District a Other Signature Zi4 v-lad[_RG%" rj Date: L/ 'o 111-7 (Agency Representative) MARTIN/MARTIN '00000" CONSULTING ENGINEERS June 14, 2017 Dan Tiessan T -Son Construction Arvada, CO Email: dan@t-sonconstruction.com Re: Wheat Ridge Sanitation District — 3735 Marshall St. Martin/Martin, Inc Project No.: 17456.C.01 Dear Mr. Tiessan, On behalf of the Wheat Ridge Sanitation District (WRSD), Martin/Martin Inc., acting as the District Engineer, offers the following in response to the design plans received June 14`h, 2017 concerning a proposed addition for the property at 3735 Marshall St. The proposed addition appears as if a new living space, bath/shower, and toiler are proposed. The Wheat Ridge Sanitation District has no objections with the proposed addition 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 is 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. Per the submitted plans, it appears that there are modifications or additions planned to the existing structure. If there are any plumbing modifications or additions, the District will need to review and approve plans prior to construction. Please coordinate with Wheat Ridge Water to determine if the current water meter size is acceptable. If the water meter needs to be upsized, please further coordinate with WRSD for plan review. Costs All costs involved are to be deposited in advance— engineering, reviews, design, construction, observation and inspections — are the responsibility of the Owner/Developer at the then current rate fee structure. A minimum 72 -hour notice prior to construction is required following District receipt of all fees. These fee amounts can be paid directly to the District Office prior to connection, payable to Wheat Ridge Sanitation District, which also collects Metro Wastewater's "connection fees". Any questions regarding this document, please contact us at (303) 431-6100. Sincerely, Bill Willis, PE Cc: Mike Bakarich — Wheat Ridge Sanitation District MARTIN/MARTIN, INC. 12499 WEST COLFAX AVENUE LAKEWOOD, COLORADO 80215 MAIN 303.431.6100 MARTIN MARTIN. COM AMERICAN GEOTECHNICAL SUBSURFACE INVESTIGATION and FOUNDATION RECOMMENDATIONS at 3735 Marshall Street Wheatridge, CO for T -Son Construction April 26, 2017 25554 " . �Arl- DAVID E. BEASLEY, P.E. A.G. Project Number 17-127 Littleton, Colorado r **a %ftr ,k _ X99 American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg2of17 f FNFR A 1, American Geotechnical has completed a subsurface investigation of the site known as: 3735 Marshall Street Wheatridge, CO This report presents the results of that investigation. The investigation was performed at the request of T -Son Construction in order to comply with local requirements and to determine the allowable foundation construction at this site. This investigation was not intended to check for any chemicals or hazardous materials. This report may contain references to structural components not necessarily a part of this construction. These references are included in the unlikely event that a structure is built that is other than that which was specified to us. Please read this entire report. Frequently overlooked are details regarding the requirements for open hole inspections and the use of float in the construction of non-bearing partition walls. Please ensure that these sections and all other sections are fully understood. If there are any questions regarding any part of this report ask for clarification. PROPOSED CONSTRUCTION It is our understanding that an addition is planned for construction on this site. This addition will be constructed over a crawlspace. This report is written based upon with the type of construction presented by the client, modified by any soil limitations present, and is ONLY applicable for this particular construction FOUNDATION RECOMMENDATIONS — NEW FOUNDATIONS These recommendations are applicable for conventional construction only, defined as foundation walls or footings which do not exceed 11 feet in depth. With respect to the soil investigation performed at this site, and the intended structure as described by the client named above, the following is one or more of the allowable foundation type(s). Footings If the existing foundation bears on footings, a footing type of foundation system may be utilized at this site, provided that all foundation walls, including garage walls, bear on undisturbed natural soil at the 5 foot depth. This depth restriction is due to clayey soils above this depth. Foundation components must also bear below all organic material. Depth of foundation may be limited by proximity to adjacent buildings. See shoring discussion below. Some movement of the structure on this type of foundation system is expected, but this movement is anticipated to be less than 1 inch. The maximum soil bearing capacity at this site is 1500 psf. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg3of17 Prior to placing concrete, all bearing surfaces must be cleared of loose material. Disturbed material may be re -compacted in place only after contacting, and with guidance from, this office. To verify the soil conditions and to verify the design bearing pressure for any footings, it is required that an open hole inspection be performed at this site. This inspection must be performed only after the entire excavation has been dug to final grade. Though unlikely, potentially expansive clay or other unsuitable conditions may necessitate revised construction and foundation recommendations. Failure to complete the open hole inspection voids this soil investigation as incomplete and may be grounds for denial of the certificate of occupancy for the structure. FOUNDATION RECOMMENDATIONS — EXISTING FOUNDATIONS Adding additional load to an existing foundation is not recommended without careful loading analysis. The soil must not be loaded in excess of the soil bearing capacity specified herein. This may require the use of cross -footings, footing extensions or other means. Over -loading existing foundations may result in failure of the existing foundation, movement of the existing structure, or differential movement between the new and existing foundations. WATER Free water was encountered at the 12.5 foot depth over 48 hours after drilling. While excavating, look for soil which `pumps' from construction traffic, or any evidence of soft soil conditions, or free water, or very moist soil conditions. Contact this firm if any of the above are found. In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may `daylight' to an exterior outfall location, or may flow into a sump pit fitted with a pump. Where a sump/pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from the structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the Perimeter Drain detail later in this report. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg4of17 ADDITIONAL FOUNDATION RECOMMENDATIONS On narrow lots allow enough room for construction of foundation, footings, window wells, exterior perimeter drain, and any shoring system. Ensure that any new construction does not intercept the bearing plane(s) of the adjacent structures, unless an engineered shoring plan is developed and followed. This bearing plane extends out and down at a 45 degree angle (1 to 1 slope) from the base of a foundation. Any shoring design shall take into account the proximity of adjacent structures, and depth of adjacent foundations. Shoring should never be constructed closer than four feet, from the centerline of the shoring to adjacent foundations. The case equivalent fluid pressure at this site is 47 pcf. Pressure can result from the presence of expansive soils — soils which can exert additional pressures when wetted. Often, more expensive foundation options are not shown — such as the use of drilled piers when footings are allowable. If a different foundation option is desired, contact this office. ADDITIONS When the proposed construction is an addition to an existing structure, the new foundation must be well connected to the existing foundation using rebar doweling. This connection must be comprised of a minimum of two #5 steel rebars located at the top and bottom of the new wall, as well as #4 rebars which are spaced no more than 10 inches apart in mid -wall. The rebars must protrude a minimum of 7 inches into the existing foundation wall and a minimum of 24 inches into the new foundation wall. Epoxy must be commercial grade auto -mix epoxy, injected into and filling the pre- drilled holes in the existing foundation. These dowels must be a part of the foundation `steel' inspection for this project. When working on or near an existing foundation DO NOT excavate into the bearing soils of the existing foundation! Vertical cuts directly adjacent to existing foundations intrude into the bearing soils and are not allowed, without some means of approved support for the existing foundation. Contact a geotechnical engineer and structural engineer for guidance. When building an addition, avoid adding load to an existing foundation. The combination of a properly designed and stable new foundation, connected to an older foundation which has load added to it, can cause differential movement between the new and old foundations and between the new and old structure. This may result in structural damage. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg5of17 SITES OF PREVIOUS DEMOLITION When building on sites where there was an existing structure that has been demolished, areas of previous excavation such as basements, may have created voids into what was once undisturbed earth. These areas may also have been backfilled by the company performing the demolition. This backfilled soil is not acceptable for support of structures, even if some amount of untested compaction was performed on it during backfilling. This backfilled soil must be removed so that the requirements contained in `Foundation Recommendations', above, are met. Specifically, that foundation components bear on `undisturbed natural soil'. After the disturbed soil has been removed, the new foundation may bear at the depth at which undisturbed soil exists (if allowed by the soil report), or Structural Fill Material may be methodically installed to bring the bearing grade back up to a preferred level. SHORING Depending on the proximity of the excavation to the property lines, shoring of the excavation may be required to protect adjacent property. Where space is limited, site excavation might otherwise result in slopes steeper than 1 to 1. In which case, shoring is required. On sites of limited size or where local regulations warrant, contact the local building agency for requirements. If shoring IS required due to proximity, contact this office for engineered shoring specifications. There is an additional charge for the specifications. For other locations, follow OSHA requirements for proper shoring or benching of excavations. These soils are considered Type B soils by OSHA. Never excavate into the bearing plane (bearing soils) of existing foundations. SITE DESCRIPTION The site contains an existing structure. landscaping. The site is generally flat. FIELD AND LABORATORY ANALYSIS The vegetation consists of conventional A test hole was drilled in the vicinity of the proposed structure (see Site Map) using a Mobile 53B drilling rig. Test holes are generally drilled to a depth of 20 feet. Holes may have been drilled to greater or lesser depths if bedrock or water restrictions exist, or if additional depth is needed to make bedrock determinations. In-situ soil samples were retrieved from depths appropriate to adequately anticipate foundation requirements. These samples were retrieved utilizing a 2 -inch California sampler. In-situ samples American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg6of17 consist of relatively undisturbed soil. Additional loose samples may also have been brought to the laboratory in order to make a determination of the soil types encountered at depths other than those where in-situ samples were retrieved, or to indicate where changes in soil composition occur as a function of depth. These samples were returned to the laboratory for analysis. Laboratory analysis consists of a determination of moisture content, density, swell and consolidation potential, and particle size distribution, where possible. In order to assure valid results, non -cohesive, highly granular samples, may not have been tested for swell or consolidation potential as valid results of same are often not possible, or are inaccurate. Subjective analysis of the soil conditions was also made in the field during the drilling operations. Investigations performed on nearby sites may also have been considered in these results. The following represents the results of the field observations, the laboratory analysis as well as our experience in the area and adjacent data. SUBSURFACE CONDITIONS In general, the subsurface conditions consist of: 0 — 2' topsoil; moist; dark brown 2' — 5' sand/clay; moist; light brown 5' — 11' sand, w/clay; moist; brown 11' — 16' clay, w/sand to sandy; moist; grey/It. brown Free water was encountered at the 12.5 foot depth See the Summary of Laboratory Analysis, the Boring Logs and the Swell -Consolidation test results for additional information. SLAB RECOMMENDATIONS The Slab Performance Risk at this site is judged to be `low' (defined as less than 3% swell with a 500 psf surcharge) for the shallow soils at this site. These soils may be suitable for the construction of slabs. It must be understood however, that the risk of slab movement does exist. Changes in the water content of these soils may cause the soil to swell or shrink, which may cause movement or cracking of slabs. Potential water sources include but are not limited to: water line breaks; excessive precipitation; irrigation system malfunctions; over -watering; negative site grading (toward the structure); a rise in a water table; a leaking hot water tank, hot tub, or water feature; a American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg7of17 nearby septic system; downspout malfunctions or incorrect gutter/downspout construction; failure to provide a pump in a sump pit. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. (Note: So-called `structural slabs' which bear on soil, are still slabs -on -grade, and are not to be considered a structural floor system.) GENERAL SLAB INFORMATION Vertical movement of slabs and the force they exert on lower partition walls and thereby the structure above, is the number one cause of foundation and structural damage in the Front Range area. Should the owner elect to accept the risks of expansive / consolidating soils and the effects they may have on slabs, the following have been shown to be helpful when constructing slabs. The following must not be construed as an approval, release or exception, to construct slabs or basements. It is simply general information which describes and limits the damage which can result from the construction of slabs and basements. Slabs should bear on undisturbed natural soils, or on properly conditioned and re - compacted soils. If the on-site soils are potentially expansive or may consolidate, it is preferable to bear slabs on non -expansive imported materials - materials which will also minimize the transfer and/or retention of any water below the slab. Materials with a Liquid Limit below 30 and a Plasticity Index less than 15 are preferred. The use of gravel may allow undesirable migration of water below the slabs. Slabs shall be isolated from foundation components by slip joints constructed to allow the independent movement of the slab. Slabs shall also be separated from any utility components by isolation joints. Mechanical equipment resting on slabs must be fitted with expandable / collapsible sections in order to allow movement of the slab without damage to the equipment or to the structure. Non-bearing partition walls constructed over floating slabs must be constructed with a minimum of 2 inches of `float' to allow for movement of the slab without damaging any part of the structure above. Float shall be built into the framing AND drywall AND trim. See the Float Diagram later in this report. All doors similarly built shall be constructed with at least a 1 inch gap at floor level. Door trim must also be isolated from slab movement. It is the owner's responsibility to monitor and maintain all floats and gaps as necessary. Garage door trim must be isolated from floating garage slab movement. If additional information on float is needed, please contact this or any geotechnical office. See Fig. 2 — Float Detail - later in this report. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg8of17 Slabs must be appropriately reinforced to resist the anticipated loads as well as the effects of the supporting soils. Floor slabs must also be scored in accordance with the American Concrete Institute (ACI) recommendations in order to control cracking of the slab due to shrinkage or other factors. These scores should be a maximum of 12 feet apart. CAUTION: Bathrooms constructed on slabs in basement levels involve unique risks. They are difficult to install without creating a solid connect between the supporting slab and the first floor framing above. Tile, tubs, and showers can create a solid `stacked' condition. If the slab moves upward, this can cause cracking, bending, and breakage of floor tile, wall tile, the tub body, plumbing connections and fittings. Serious consideration should be given to any bath installations in basement levels. Discussion of the above between owner, builder and/or buyer is important. The decision to construct basement baths is a risk taken by the owner. If some movement of a slab is not acceptable, any potentially finished or partitioned room areas should be constructed using a structural floor system over a void space, rather than a slab. SITE PREPARATION We anticipate that additional grading may be necessary. Site preparation procedures should be performed such that the potential for accumulation and standing of water around the site is minimized. Clay soils should be kept from desiccating (drying and shrinking) by sprinkling the soils occasionally. Drainage swales or channels should be created where necessary in order to route water away from the excavation and construction area. BACKFILL The backfill placed around the foundation walls should be methodically compacted to help reduce settlement after completion of construction. The top one foot of the backfill material must be relatively impervious to aid in routing water away from the foundation. This is accomplished by the addition of clay to the top 12 inches of soil, if needed, or simply by using clayey soils in this layer. Installing landscaping fabric may be useful, because landscaping fabric restricts downward movement of water (through it) and causes water to be shed away from the structure. The on-site soils may be wetted prior to being used as backfill - to reduce their expansive properties, where present — and to aid in compaction. Do not add water to backfill soils already in place. The on-site soils, exclusive of topsoil and organics, are suitable for use as backfill. First floor framing should be constructed prior to the backfill process, or, the foundation walls should be supported by bracing or some other means. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg9of17 SURFACE DRAINAGE The area surrounding the structure should be graded so as to provide adequate drainage away from the structure. This is accomplished by creating a 10 percent slope (12 inches vertically for every 10 feet horizontally) down and away from the foundation in soil areas, and a minimum 4% slope on hard surfaces. Low spots should be filled in order to prevent accumulation and standing of water near the structure. Surface water running toward the structures from up slope areas should be diverted around and away from the structures by means of drainage swales or other similar measures. Decorative edging should be constructed to allow water to flow through, around or under the edging and not so as to cause damming of water behind the edging. Sprinkler systems should be constructed so as to keep the area within 5 feet of the structure as dry as possible. Sprinkler heads or other irrigation components should not be placed in, nor should they release water into, the area that is within 5 feet of the structure. Downspouts must terminate outside of the backfill area of the structure and a minimum of 6 feet from the structure. Downspouts should discharge well beyond the limits of the backfill. The use of long downspout extensions in-place of splash blocks is advisable. See Fig. 1 for a graphical representation of some of the above. SUBSURFACE DRAINAGE In order to minimize the chances of water damage to the structure(s), an exterior perimeter drain is required for any habitable or useable spaces below grade built on this site. This drain may `daylight' to an exterior outfall location, or may flow into a sump pit fitted with a pump. Where a pump is utilized, the outlet line from the pump must reach an unobstructed termination point above ground and well away from the structure. If an exterior outfall location is selected, ensure that the drain opening is protected by a screen. See the drain detail diagram(s), Fig. 3, later in this report for a typical perimeter drain cross section. Ensure that the excavation is adequately sized for the safe installation of an exterior drain, if required. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 10 of 17 MOLD Mold has become an issue in building construction. The health risks associated with the vast majority of mold spores are minimal or non-existent, however, the debate continues and litigation on this subject is increasing. The use of proper drainage techniques outside of the structure, and the use of subsurface perimeter drains, should keep water from accumulating in a way which would trigger mold formation. However, the most current building practices which reduce the likelihood of mold formation, should be gathered, studied and followed. LIMITATIONS / DISCLAIMER In any subsurface investigation, limited data is available from which to formulate soil descriptions and generate recommendations for foundations and related construction components. The samples taken are indicative of the subsurface materials at the time and at the location the samples were taken. Precipitation, seasonal changes, and excavating are just a few of the factors which may create changes in the composition of the site. If conditions are encountered which are significantly different from those described in this report, contact this office before proceeding. This report does not address nor was intended to address any environmental issues, hazardous materials or toxic waste issues, or other subsurface situations or conditions other than those described within this report. This report is intended for the sole use of the above named client and their approved agents, and only for the proposed construction referred to herein. This office cannot be responsible for any conclusions or recommendations made by other parties based upon the data contained herein. If this report appears to have conflicting requirements or recommendations the most conservative or stringent will apply. This report is intended and applicable only for the type of structure as described to us by the client. This report is NOT intended nor applicable for unconventional structures, or structures that are built on excessively deep foundations. Foundation walls or footings deeper than 11 feet are not anticipated by this report and are beyond the scope of this report. Failure to follow all of the recommendations contained herein voids this subsurface investigation and releases American Geotechnical from any and all responsibility as to the success and/or performance of the construction and structures at this site. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 11 of 17 Use of this soil report designates absolute agreement to follow all of the enclosed requirements and recommendations, and if there are any questions regarding these recommendations and requirements they should be referred to this firm. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 12 of 17 1 2 3 4 G 7 9 10 11 12 13 14 15 16 BORING LOG #1 Itop soil 1 organic soil claylsand sand w?clay M 1/1. clay, w?sand to sandy American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 13 of 17 SUMMARY OF LABORATORY RESULTS Hole Depth Description # (ft.) 1 3 clay/sand 1 8 sand w/clay 1 16 clay w/sand % Passing Moist. Dry Density Penetration* #200 Sieve (%) (pcf) (blows/inch) 52 16 104 10/12 20 13 - 14/12 72 22 - - * 140 lb hammer falling through 30 inches equiv. American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 14 of 17 PROVIDE A MINIMUM SLOPE OF 12' IN THE FIRST 10 FT. OUT FROM THE STRUCTURE ROOF GUTTER DOWNSPOUT AND EXTENSION SHOULD EXTEND BEYOND THE GRAVEL OR BARK AREA DECORATIVE GRAVEL OR BARK WOOD OR METAL EDGE WITH WEEP HOLES OR 1/2' SPACE TO ALLOW FREE WATER FLOW Fig. 1 - Grading Detail American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 15 of 17 Framing Detail for Floating Walls or `Float' Drill 3/8" dia. hole in top base plate and use 60 penny nails at about 3'-0" c.c. to stabilize frame wall. Drive large nail into lower base plate Wall base board nailed to base plate, only 1/2"xl" nailing strip to hold _ base board in place 2"x4" stud wall secured from above by metal straps or nailing 1/2" drywall nailed to studs, only J space to allow for independent movement of the floor slab 11 'nI "© 2"x4" base plate • Y secured with 3" C" concrete nails or ramset studs Concrete floor slab Fig. 2 — Float Detail American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 16 of 17 BRACE WALLS TOP AND BOTTOM PRIOR TO B.ACKFTLLJNG S WELL SLOPED 12' PER 10 FEET DO NOT DIKE WITH r SOD OR EDGING EXTENDED ALONG THE BOTTOM OF `^r ^ `L PIPE SLOPE DRAIN PIPE V8' THE EXCAVATION PER F00T TO DAYLIGHT OR TC A SUMP PIT BACKFILL AROUND THE FOUNDATION SHOULD BE MOISTENED AND COMPACTED AND THE FINAL GRADE SHOULD BE WELL SLOPED TO PRECLUDE PONDING OF RAINFALL. IRRIGATION WATER AND SNOW MEL. ADJACENT TO FOUNDATION WALL& CAUTION: DO NOT DIKE OR IMPEDE THE FLOW OF WATER AWAY FROM FOUNDATION WALLS WITH SOD EDGING OR DECORATIVE GRAVEL AND POLYETHYLENE. DOWNSPOUTS AND SILL COCKS SHOULD DISCHARGE INTO SPLASH BLOCKS OR LONG EXTENSIONS. Fig. 3a - Perimeter Drain Detail for Footings Foundation details may vary. WELL BACKFILL 'ING American Geotechnical Inc. Subsurface Investigation Project No. 17-127 Pg 17 of 17 Drilling location moisture Content percent Dry Un,t Weight pcf Sample of From Z O k Z -7 W ater kcIld d 10 100 0.1 APPLIED PRESSURE kSf Moisture Content percent Dry Unit Weight Pcf Sample of: /C From: + z C) at w V d 0.t 1.0 10 100 APPLIED PRESSURE ksf Project No J.77] '�'T'oj'�c' — — — — -- SWELL -CONSOLIDATION TEST RESULTS Fig - City of W heat I�dge COMMUNITY DEVELOPMENT 141 G-ku f4cTr'P lT�thq- S Klj L� TD r/ZC)3CCJ-- City of Wheat Ridge Municipal Building 7500 W. 29`b Ave. N"��lge-C'� Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge 3 As part of the foundation inspection and PRIOR TO THE FIRST FRAMING INSPECTION, a completed, signed and sealed, Foundation Setback and Elevation Certification shall be submitted to the City for review. The certification form shall be fully completed by a Professional Land Surveyor licensed in the state of Colorado, stating that the foundation was constructed in compliance with all applicable minimum setback and elevation requirements to the city. 4 Burial depth requirements: Electrical - direct burial conductors shall be a minimum of 24 -inches deep, non-metallic conduit 18 -inches deep or 24 -inches under driveways. (IRC Table E3803.1) Water Lines - shall be a minimum of 36 -inches deep. (IRC P2603.6) Gas Service Piping - installed a minimum of 12 -inches below grade or 8 -inches below grade where serving individual outside appliances. An 18 AWG yellow insulated tracer wire must be installed adjacent to underground nonmetallic gas piping and terminate above grade at each end. (IRC G2415.1.2 and G2415.17.3) 5 Underground plumbing pipe shall have a solid and continuous load-bearing support. Piping cannot bear on rocks. Pipes passing under a footing or through foundation wall shall be provided with a relieving arch or a sleeve. Trenches parallel to footing shall not extend below the 45' plane of the edge of the footing. Water piping must be buried a minimum 36 -inches deep. Water service pipe may be installed in the same trench as the building sewer provided the sewer pipe material is listed for underground use within the building or the water service pipe is separated from the sewer by a minimum distance of 5 -feet horizontally or elevated at least 12 -inches above and to one side of the sewer line. 6 Frost depth to the bottom of the foundation footings must be as noted on the engineered plans. If not noted, the frost depth to the bottom of the footings must be a minimum of 30 -inches below finished grade. (IRC TableR301.2.1) 7 Caisson and helical pier foundations will not be inspected by Boulder County. A qualified, Colorado -licensed engineer must perform the placement, drilling, and reinforcement of drilled piers. A signed, sealed and dated inspection report must be provided to Building Inspection Services prior to the rough inspections R110.5.2.3) 8 A perimeter drain system that discharges to an approved drainage system is required around all foundations that enclose usable spaces below grade. Foundations that retain earth and enclose interior space grade must be damp proofed. (IRC R405.1, R406.1) �. h/be of 9 Slabs below grade must maintain a minimum of 6 -inches above the design water table. Th 4inter�&fjshe crawl space grade must be a minimum of 36 -inches above the design water table.( R401.2.1.3i R.4,Q1.2.1 5 10 Garage floor surfaces must be approved noncombustible materials. Floors must be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. (IRC R309.1) 11 Foundation plates and sills must be bolted to the foundation wall as prescribed on the engineered plans. If not noted, bolts shall have a minimum diameter of %-inch, embedded at least 7 -inches and spaced not more than 6 -feet apart. A minimum of 2 bolts are required per plate section, with one bolt located within 12 -inches of each end of each plate. (IRC R403.1.6) Rough Framing and Wood Requirements 12 The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 13 Protection from decay shall be provided in the following locations by the use of naturally durable wood or wood that is preservative treated in accordance with AWPA U1: (IRC R317) 14 Lumber, plywood, fiberboard, structural logs, and glued laminated timber must be identified by a grade mark or certificate of inspection issued by an approved agency. (IRC R502.1, R602.1, and R802.1) A. Wood joists closer than 18 -inches and wood girders closer than 12 -inches to grade located within foundation periphery.B. Wood framing members that rest on concrete or masonry foundation walls and are less than fl- inches from the exposed ground. C. Sills and sleepers on a concrete or masonry slab that is in direct contact with the ground. D. Wood girders entering concrete or masonry walls with a clearance less than %-inch. E. Wood siding, sheathing, and wall framing less than 6 -inches above the ground. F. Wood members supporting moisture -permeable floors or roofs that are exposed to the weather. G. Wood furring strips or wood members attached directly to the interior of below grade exterior masonry or concrete walls. H. Wood in contact with the ground, embedded in concrete in direct contact with the ground or embedded in concrete exposed to the weather that supports permanent structures intended for human occupancy shall be approved pressure -preservative -treated wood. 13 Accessible under -floor areas shall be provided with a minimum 18 -inches x 24 -inches opening through the floor or 16 -inches x 24 -inches opening through the perimeter wall. When the access is through a below -grade wall an areaway of not less than 16 -inches x 24 -inches must be provided. Where equipment is located beneath the floor, the access opening must be within 20 -feet of the equipment and allow the removal of the largest piece of equipment. (IRC R408.4 and M1305.1.4) 14 Basements greater than 200 square feet and every sleeping room shall have at least one operable emergency and rescue opening or a door to the exterior. 15 Emergency escape and rescue openings shall meet the following requirements: A minimum clear wli' ii of 20 -inches, a minimum clear height of 24 -inches, with a total net clear opening of 5 square feet forgrade lege windows and 5.7 square feet for all others. A sill height of not more than 44 inches measured frL the finisher floor to the bottom of the clear opening. Window wells for emergency escape and rescue shall provide a minimum net area of 9 square feet with minimum horizontal projection and width of 36 -inches. The area of the widow well shall allow the emergency escape and rescue opening to fully open. (IRC R310) 16 Columns must be restrained to prevent lateral displacement at the bottom end to insure against uplift. (IRC R301.2.1, R407.3) 17 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 At least one egress door shall be provided for each dwelling unit. The egress door shall be side -hinged, and shall provide a minimum clear width of 32 -inches (813 -mm) when measured between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The minimum clear height of the door opening shall not be less than 78 -inches (1981 -mm) in height measured from the top of the threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the dwelling without the use of a key or special knowledge or effort. (IRC R311, R311.2) 1p There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than 73/ -inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 20 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4% -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of %-inch to 1% -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere to pass through. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1% -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8.2) 21 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular: 4 -inches to 6% -inches perimeter with a maximum cross section of 2% -inches. C Perimeter Dimension Greater than -6% inches: shall have a finger recess on both sides. City of 2'2 Guards must be provided for porches, screened porches, balconies, fixed seating and rais4d W&rP�Rs more than 30 -inches above the floor or grade below. Guards must have a minimum height of 64nch,,q�;VS11S '(;WR sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards,_ than 36 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 23 Ceiling heights for habitable rooms, hallways, bathrooms, toilet rooms, laundry rooms, and basements shall be a minimum of 7 -feet measured from the finished floor to the lowest projection of the ceiling. Non -habitable basements may have a ceiling height of 6 -feet, 8 -inches with clearance below beams and ducts of 6 -feet, 4 - inches. Bathroom may have a ceiling height of 6 -feet, 8 -inches at the fixture front clearance area and over the fixture. (IRC R305.1) 24 Attic access must be provided for attics that exceed 30 square feet and that have a vertical height of 30 - inches or greater. The access must be located in a hall or readily accessible location with a minimum 22 -inches x 30 -inches access opening. The access must provide a minimum of 30 -inches headroom. (IRC R807) 25 Enclosed attic and rafter spaces must have cross ventilation for each space through screened openings. The total net free ventilating area shall not be less than 1 to 150 of the area of the space ventilated. The area may be reduced to 1 to 300 if 50-80% is provided by ventilators located in the upper portion of the space or if a vapor barrier not exceeding 1 perm is installed on the warm side of the ceiling. At least a 1 -inch space is required between the roof sheathing and the insulation at the location of the vent. (IRC R806) 26 Rafters must be framed to a minimum 1 -inch nominal ridge board that is not less than the depth of the cut end of the rafter or to each other using a gusset plate. Hip, and valley rafters shall be a minimum of 2 -inches and not less in depth than the cut end of the rafter. Hip and valley rafter shall be supported at the ridge by a brace to a bearing partition or be designed. (IRC R802.3) 27 Rafters and ceiling joists having a depth -to -thickness ratio exceeding 5:1 shall be provided with lateral support at points of bearing to prevent rotation. Rafters and ceiling joists having a depth -to -thickness ration exceeding 6:1 shall be supported laterally by solid blocking, diagonal bridging or a continuous 1 -inch by 3 -inch wood strip nailed across the rafters. (IRC R802.8) Roof trusses or rafters must be attached to supporting walls with approved hurricane clips. Trusses must be braced to prevent rotation and to provide lateral stability in accordance with the construction documents and the individual truss design drawings. (IRC R502.11.2, R802.11) 28 Trusses must be designed and fabricated in accordance with ANSI/TPI 1. A licensed professional shall prepare the truss design. Trusses must be legibly marked within 2 -feet of the center to identify the manufacturer, the design load, and the spacing. Truss engineering and layout must be provided at the site at the rough framing inspection. (IRC R502.11 and R802.10) 29 Roofing material installed in the mountain areas is limited to Class -"A" roof coverings. Wood roofs in the plain areas are limited to minimum Class "B" roof coverings. Shingle installation shall meet the manufacturer's high -wind installation procedures in areas where wind load is greater than 105 mph 3 sec gust( R301.2.1, R325). 30 All habitable rooms shall be provided with aggregate glazing area for natural light of not less thai?iF8% of the floor area of such rooms. The glazed areas need not be installed in rooms where section (M1507) is sAjigAA d Ridge and artificial light is provided at an average of 6 foot candles at a height of 30 inches. Building Divison 31 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as'safty�r tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R308) 32 Roofs decks and enclosed roofed areas must be provided with roof drains installed at the low point of each roof. Where roof drains are installed, overflow drains or scuppers are required. (IRC R903.4) 33 Exterior finish materials must conform to the conditions of your Site Plan Review to include: roof covering, siding, ignition resistant construction, color requirements, conforming light fixtures which comply with the approved lighting plan, and re -vegetation requirements. Glazing and Window Requirements 32 Skylights must be: (IRC R308.6 Table N1102.1) A. laminated glass (with restrictions). B. fully tempered glass (with retaining screen). C. Skylight U -factor required U-0.45. Skylights installed on roofs flatter than 3 units vertical to 12 units horizontal must be mounted on a curb 4 -inches above the roof. Heating and Ventilation Requirements 33 Crawl spaces shall be provided with conditioned air in compliance with Section N1102.2.9. Crawl space walls shall be insulated in accordance with Table N1102.1 or Table N 1102.1.2. Crawl space wall insulation shall be permanently fastened to the wall and extend downward from the floor to the finish grade level and then vertically and/or horizontally for a least an additional 24 -inches. Exposed earth in unvented crawl space foundations shall be covered with a continuous Class I vapor retarder with a minimum thickness of 10 -mil. All joints of the vapor retarder shall overlap by 6 -inches and be sealed and taped. The edges of the vapor retarder shall extend at least 6 -inches up the stem wall and shall be attached to the stem wall. N1102.2.9.2.2 Ventilated crawlspaces. Ventilated crawlspaces shall be provided with insulation in accordance with Table N1102.1. 34 A Habitable rooms must be provided with outdoor openings for ventilation equal to at least 4% of the floor area and shall have heating facilities capable of maintaining 68* at 3 -feet above the floor and 2 -feet from exterior walls. B. The windows need not be openable in a room where an opening is not required to be an egress window and a mechanical ventilation system is capable of producing 0.35 air change per hour in that room, or a whole house mechanical ventilation system provides 15 cubic feet of outdoor air per minute. 35 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R303.3, M1507.4) City of 36 Dryer vents must be rigid metallic, independent of all other systems, shall terminate outsideth.e-builcling,, equipped with a back draft damper, and sized and terminated per the manufacturer. The maximum length of the exhaust duct shall be 35 -feet (Unless approved under the manufacturer's listing) from the connection to on transition duct from the dryer to the outlet terminal. Where fittings are used, the maximum length of the exhaust duct shall be reduced in accordance with (IRC Table M1502.4.4.1) Flexible transition ducts are limited to 8 -feet, shall not be concealed within construction, and shall be listed and listed per UL 2158A. (IRC M1502) 37 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M1307.1, M 1401.1, (M 1902.2) 38 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M1305.1) 39 Gas and solid fuel appliances located in a garage and hazardous locations shall be elevated so the source of ignition is at least 18 -inches above the floor. Rooms and spaces that are communicate directly with the garage and are not part of the living space shall be considered as part of the garage. Appliances located in garages must be installed at least 6 -feet above the floor or protected from motor vehicle impact. (IRC G2408.2, G2408.3) 40 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M1701.1, G2407) 41 Gas burning appliances may not be located in or obtain combustion air from: a sleeping room, bathroom, toilet room, or storage closet unless it is a direct vent appliance or installed in an enclosure that opens only into a bedroom or bathroom in and such enclosure is provided with a solid weather-stripped door, a self-closing device and all combustion air is taken from the outdoors. (IRC G2406.2) 42 Gas logs installed in solid fuel burning fireplaces shall be tested in accordance with ANSI Z21.60 and installed per the manufacturer's installation instructions. Gas logs installed in bedrooms must be direct vent or provided with an approved source of outside combustion air. The approved gas log set must be installed in the Solid -fuel burning appliances at the final inspection. (IRC G2406, G2432, and G2434) 43 B, BW, and L vents and factory -built chimneys must be provided with a clearance to combustibles per them a manufacturer's listing. Where vents pass through insulated assemblies, they must be provided with an insulation shield. A clearance of 9 -inches is required between single wall vent connectors and combustibles. Gas vents must penetrate through the roof flashing, jack or thimble and terminate in a Chimneys listed cap or per the manufacturers listing. Decorative shrouds installed at terminations shall be listed and installed per the manufacturer. (IRC G2425, G2426, G2427) Electrical Requirements 44 All electrodes present at each structure shall be bonded together to form one grounding electrode system to include: Concrete Encased Electrodes (LIFER), water piping, ground rings, grounding rods, and plates electrodes. Bonding shall ensure electrical continuity. The electrode conductor must be connected( onnected 'd ar�ity of� approved manner and inspected prior to concealing. (IRC E3607, E3608, E3609, E3610, E3611) Wheat Ridge 45 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechpr)ical ui ding Divis connection at the time of rough inspection. 46 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N 1102.4.5) 47 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced so that no point along the wall line exceeds 6 -feet from an outlet. (IRC E3901, E3902, and 4002.1-4002.14)A, Counters 12 -inches in width or wider shall have receptacles placed no more than 20 -inches above the counter top and spaced so no point exceeds 24 -inches from an outlet. B, Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. D. A least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 48 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 50 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 51 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 52 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch 53 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B Outside each sleeping area in the immediate vicinity of the bedrooms; and C One on each additional story including basements. 54 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each`sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined device complies with applicable law. (IRC R315) 55 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtures with completely enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shall be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances: A. Recessed incandescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 56 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 57 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9, (E4002. 10, E4003.9, E4003. 10, E4003. 11) Plumbing Requirements 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed .1) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 5lbs of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) "N 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub: Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories r' iuZma 4„'nc clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSAB125.1. Tubs shall also have a control valve as listed for a shower or a water -temperature -limiting device that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120'. (IRC P2708.3,P2713.3) 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5, P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2.1) 67 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower /bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 68 The garage shall be separated from the residence and its attic by materials of not less than %-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (11302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shalt be \ self-closing and self -latching. 69 Enclosed accessible space under stairs shall have walls, under stair surface and any soffits protected on the enclosed side with %-inch gypsum board (IRC R302.7). 70 Cement, fiber -cement, glass mat gypsum backer and fiber reinforced gypsum in compliance with ASTM C 1288, C 1325, C 1178, or C 1178 and installed in accordance with manufacturer recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas. (IRC R702.4.2) 71 Nail spacing for gypsum board 1/ gypum board Ceiling 16oc, 7", nails 12", Type S screws '/z wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nailsl2"spacing, screws 240C 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water-resistant gypsum board shall not be installed over a vapor retarder in a shower or tub compartment and may not be used where there will be direct exposure to water, or in areas of continuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) 73 Floor assemblies, not required elsewhere in this code to be fire resistance rated, shall be provided with a inch gypsum wall board membrane, 5/8 inch wood structural panel membrane, or equivalent on the underside of the floor framing member.(IRC 501.3) Final Inspection Requirements 74 Buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. (IRC 319) 75 All dwellings shall have a controlled method of water dispersal from roofs that will collect and discharge all roof drainage at least 5 -feet from the foundation. Gutters, downspouts, downspout extensions shall be deemed adequate to meet these requirements. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots shall be graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 -inches within the first 10 -feet. (IRC R401.3 and R801.3) Swimming pools, fountains, hot tubs, spas, and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions of the IRC for the approval of bonding equipment and lighting. All 15 and 20 amp, single-phase 125 -volt receptacles located within 20 -feet of the inside walls of pools, outdoor spas and hot tubs shall be protected by a GFCI. Motors and equipment must be accessible without damaging the building structure or building finish. (IRC E4202, E4203, EE4204, E4205, E4206) The reinforcing shell of the pool shell, metal forming shells, coping stones, deck, brackets of niche fixtures, metal fittings, and electrical equipment, located less than 5 -feet horizontally and less than 12-feetwabome maximum water level of swimming pools and built in place hot tubs shall be bonded togetherj' e. -Par; s specified above shall be connected to an equipotential bonding grid. (IRC E4204.2) Wheat Ridge 7500 W. 29 rh Ave Building Divison Wheat Ridge, Co 80033-8001 303-235-2878 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: 9?_l/,'' �✓ Sci��/ Job Address: 3 7 3 6_ A�r/3Aq!� Permit Number: ';�o f 7Q 3, g_L9 �— ❑ No one available for inspection Time l AM/PM Re -Inspection required: YesrN*When correcti0 shvebeen made, r re -inspection at 303-234-5933 / �l�Date: % Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3e-5 Job Address: 37-Z-9 /j&Aa H Permit Number: _7?0/74�) 7)_;'71-� ❑ No one available for inspection: Time,,//) (AMAI'M Re -Inspection required: Yes o ) When corrections have been made, call for re -inspection at 303 -234 - Date: / 03 -234 - Date:; • . 2/ - Z� Inspector: ,� ' l er- --- 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: -J MrA r 0,411 ��- Permit Number: 0 1-7 -0 a Q S,7- n, 0 Tv Z-- ? R f ❑ No one available for inspection: Time --I as- (@VPM Re -Inspection required: <Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date:/ / (9� 1 Inspectora)A6�=,,— DO ) L 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: 310 E LX:CT, M!E a4 IO S Job Address: 3735 MM D 111 -ST- Permit Number: 201'702282- ❑ No one available for inspection: Time l/ 3 AM/PM Re -Inspection required: Yes (�N When corrections have been made, call for re -inspection at 303-234-5933 Date: I 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: 3,05/-��✓�� Job Address: %..35 1�5�a I/ Permit Number: __'� K/7Q -:: % 5 ❑ No one available for inspection: Time , %f"~ A Re -Inspection required: Yes �, No When corrections have been made, call for re -inspection at 303-234-5933 Date: -Z- - -3•17 Inspector: s)&V DO NOT REMOVE THIS NOTICE 37353- Sfi r,-) 0l70 1 (a S4 - INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/forms.aspx?fid=79 INSPECTION REQUEST LINE: (303) 234-5933 Occupancy/Type KZ hispections will not be performed unless this card is posted on the project site. Call the inspection request line before 11:59 p.m. to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above InSnpr-finnc Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service (y Plumbing UO Not over Underground or Below/In-Slab Work Prior To Approval Of The Ahnva Incnpr+innc Rough Inspections Date Inspector Initials Comments Wall Sheathing (y Mid -Roof Lath / Wall Tie Rough Electric " Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof -701/0 Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. For low voltage permits - Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge �v Residential Roofing PERMIT - 201702654 PERMIT NO: 201702654 ISSUED: 06/27/2017 JOB ADDRESS: 3735 Marshall ST EXPIRES: 06/27/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Storm Duration asphalt shingles with 17 Sq. *** CONTACTS *** OWNER (303)898-4865 LUNDIN JEFFREY R SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,865.37 FEES Total Valuation 0.00 Use Tax 207.17 Permit Fee 204.30 ** TOTAL ** 411.47 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A% -inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€'"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. 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: 3,1911,0f;ZaA Job Address: 19,3_5 S Permit Number: 7/70 6 ; cs(-4' ❑ No one available for inspection: Time PM Re -Inspection required: Yes (No j When corrections have been made, call for re -inspection at 303-234-5933 Date:>/a ' /Y' 17 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: l�/G C G �t Job Address: 373-`" keS a.( Permit Number: 2 0/ 70 _22F42 - i �� T ,l _ l ❑ No one available for inspection: Time AM/PM...�? Re -Inspection required: Yes( No When corrections have been made, call for ree-inspection//at 303-234-5933 Date: f 4� ,1,5- / 7 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: 3 i 3Z LCMI , RIU12k Job Address: 3 735'%S�ia: I Permit Number:`%D��, ❑ No one available for inspection: TimeAM/PM i Re -Inspection required: Yes, J No� When corrections have been made, call for re -inspection at 303-234-5933 Date: inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 V cc Job Address: 7-3_5 Permit Number: :)0170,;),-2F;)- /V )O17a�,-2F;)- ❑ No one available for inspection: Time/ AMlPM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303 -234 - Date: 42'1-S / 7 Inspector:�f— 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: o S- Job Address: -3 `7 3 c— Permit Number: 2 c ► -7 0 Jo -1, _�,a1 k4PL-� r-X)v-e r� ❑ No one available for inspection: Time QPM Re -Inspection required: es No When corrections have been made, call for re -inspection at 303-234-5933 Date:_1-3 L1 t`7 Inspector: —r -b DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division F (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 9 9;7-r `1 Job Address: -1 /0:� _ � �f Permit Number: ❑ No one available for inspection: Time 6 S ) _ /PM Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: i,� S /� Inspector !�//a/ DO NOT REMOVE THIS NOTICE �t 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: 1 Job Address: 3/r)35 Permit Number: > y V ❑ No one available for inspection: Time U 57L Ag/PM Re -Inspection required: Yeses Vo`? '`Whencorrec ions have been made, call for re -inspection %at 03-234-5933 Date: �� I 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: r Job Address: Permit Number: Z01 20 �2 2� 2 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes When corrections ave been made, call for re -inspection at 303-234-5933 Date: Ins ector: 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: -'_1n,-773!F- Permit -73c—Permit Number: mo o! -7 0 -a-DT a gNo one available for inspection: Time /-3 -- 3 -7 AM/&M Re -Inspection required: esNo When corrections have been made, call for re -inspection at 303 -234 - Date:— 1 1 Inspector: -T-b DO NOT REMOVE THIS NOTICE i; i CITY OF WHEAT RIDGE jA 97(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:L"�l� ❑ No one available for inspection: Time: ra 5' AM/PM Re -Inspection required: Yes ��O) When corrections have been made, call for re -inspection at 303-234-5933 Date:—/ //,,)0 119 Inspector: �-. M /y 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: 3 Ts-1�� SN��,� C SF Permit Number: t7 Ll i, ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re-i7sj32ction at 303-234-5933 Date: / - // I Inspector: DO NOT REMOVE THIS NOTICE d City of Wheat Ridge Residential Roofing PERMIT - 201702654 PERMIT NO: 201702654 ISSUED: 06/27/2017 JOB ADDRESS: 3735 Marshall ST EXPIRES: 06/27/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Storm Duration asphalt shingles with 17 Sq. *** CONTACTS *** OWNER (303)898-4865 LUNDIN JEFFREY R SUB (303)761-6400 J. Bretz 018118 Excel Roofing, Inc. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 9,865.37 FEES Total Valuation 0.00 _r Use Tax 207.17+ Permit Fee 204.30 ** TOTAL ** 411.47 *** COMMENTS *** *** CONDITIONS *** Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding A3z-inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturera€"s installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer's technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. City of Wheat Ridge Residential Roofing PERMIT - 201702654 PERMIT NO: 201702654 ISSUED: 06/27/2017 JOB ADDRESS: 3735 Marshall ST EXPIRES: 06/27/2018 JOB DESCRIPTION: Residential Re -roof to install Owens Corning Storm Duration asphalt shingles with 17 Sq. 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 thisennrtm . 1 further attest that I am legally authorized to include all entities naed 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. 4114' 0C, -71 Signature of OWNER or CONTRACTOR (Circle one) Date 1. Thispermit 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. Isuance of a new permit shall be subject to the standard requirements, fees and rocedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4_ No work of any manner shall be perfonned that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or any 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. CD Inspection time requests will be accepted by email only. Please email requests to insptimerequest@ci.wheatridge.co.us between 7:30am and 8:00am, the morning of the inspection. Please put the address of the inspection in the subject line. Dan Schultz 0-3_ G'�-4 From: no-reply@ci.wheatridge.co.us Sent: Thursday, June 15, 2017 1:45 PM To: Permits CommDev Subject: Online Form Submittal: Residential Roofing Permit Application Categories: Danny Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. Permits are currently being processed within 3-5 business days, subject to change based on volume. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address 3735 Marshall St Wheat Ridge, CO 80033 Property Owner Name Jeff Lundin Property Owner Phone 303-898-4865 Number Property Owner Email Field not completed. (9 2411.4-7 n 0 0 Address Do you have a signed Yes contract to reroof this property? It will need to be provided at the time of permit pick-up. CONTRACTOR INFORMATION Contractor Name Excel Roofing Contractor's License 018118 Number (for the City of Wheat Ridge) Contractor Phone 303-761-6400 Number Contractor Email Address excel (a)-excelroofi ng.com (permit pick-up instructions will be sent to this email) Retype Contractor Email excel(@excelroofing.com Address DESCRIPTION OF WORK Are you re -decking the No roof? Description of Roofing Owens Corning Storm Duration Shingle Material Select Type of Material: Asphalt If "Other" is selected Field not completed. above, describe here: How many squares of the 17 material selected above? / Does any portion of the No ✓ property include a flat roof? If yes, how many squares Field not completed. on the flat roof? z TOTAL SQUARES of all 17 roofing material for this project Provide additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) Project Value (contract value or cost of ALL materials and labor) House (:9865.3D SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this Yes application is NOT a permit. I understand I will be contacted by the City to pay for and pick up the permit for this property. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Name of Applicant James Bretz Email not displaying correctly? View it in your browser. 3 II �N rc' r3" Tip If Date Lundin ��r 6/6/101. -•,r osa proposal sub pZlt CO� 363.76f Address, mifrtad to: �aCr tt phone #:303 3035 Morshall St. jeffluln All We lobhey/b R°nch�8 X885 n W I p poste to furnish Email, tr orgel �,p $0033 aS/)halt rao f Astalladan Of materials an 0 Spstethe; tab A. m installed the, or necessary for th p",vrc}e tt a t12e tnaquFaCt �' co B Obt"' (.(, es tps Corning mpletion o f• tun btu}dtn prr mp anti Wit! c,tT�rrtenda ort star C I'rnvide C ar 'Tut fn,rtz I'tahlrictrr. tion /rte} � �mitt't% D•4tnr,{•c. b(rn lIc ctp uralliartaunt{. dace (t iuril jr��h$+- --._ Llf�e _ Gots E Inspect 17(j fdccra (,fexistrn, rlatrn at "Itart r,fl,r )je not tntlu{le;cl ;Ili �b7 1 } ,t and Cp/ar: 1 ltigrt r0#ed E.rlsurt. tllar ckrr S,g3 r,(tn j cu"t Jcrr. j putrtaru}its, t « G. Ins zarallc.ati"s per Sheet to nr- hoc. R tall ,�t{t, s;le an Nr haves rchlart, if, dP 1 I n al}IIt.tt under/atnTenr s metal drip ed'} Install r ertt i thatC % t asp 'its tre it"perlp flash mret (,r'" e , White r tttc venbj2n(rn' F 'len to) r>aanufar , ed `4t Pairttr cd cr:de Install rtmat Orel $"O Frets re, <l IM1211 R Paint $YlTthetic penal inspecn Anna tJtl pY Shen le tec(,rrrtnends, nulle d.'h.I'n5 tth I ti ew evprenc he r r, Elis itct AI-Wa > , Stan S new Iz en -.c d nay}s n .t}1 p}unrhr IIIe I �e �aslttP is Rtrar } et ,(t e(,mpletiun OF pr'f RV -$x roof Vents, < natl> p(.r s Kle Lf vent Irrrt , II} greed i nci xte1 If0t) lxrr�,'4iu t1, for dive ect a rail fur final 1' A f tvid an up, tmov (S) Yea+'. n tl }�rr,tur ddittpnal ite 'wash the r(M, ,i Fd Iree tt L opfsal include$ roposalinctud fat Cr„tThletx.,rtCt r, of dl do) - at ttn n °a,1ter, ted bite staUin es replace Ic cr• t"P"ti<,n . mon roofi neer 112 i ng all pn 'iter. ng Will be left alonewood oveer r nd dio Wnspduts. trace. lid all Un forte eepCode L o the insurance coM.,'JARrad esu �pp/e+ri Fect l yanaget 3t is an Insurance claim, e S and permit fee tate potter 0d the policy Will be Nes. .tam Entail. 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Lundin i CITY OF WHEAT RIDGE D p 7-Z> �'(30Building Inspection Division 3) (303) 234-5933 Inspection line 235-2855 OifiCe • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5C Job Address: 3 7 3 5 /V1 �, r �, �, „ S i Permit Number: -10/ 7 0 z 6 S 9 ❑ No one available for inspection: Timet 63.5 AM/PM Re -Inspection required: & No F/ w When corrections have been made, call for re -inspection at 303 -234 - Date:— 6/30 //7 Inspector: I L"' DO NOT REMOVE THIS NOTICE i CIT1(OF MEAT RIDGE _:�9�Building Ins �ection Division (303) 234-5930 Inspection line (303) 235-2855 Offuse • (303) 237-8929 Fax r INSPECTION NOTICE Inspection Type: Job Address: 37,) h'} a r5 cc I l S 7 - Permit Number: a o/ % 6 a 6 5V ❑ No one available for inspection: Time (� Y b AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: (-3 � DO NOT REMOVE THIS NOTICE 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: Job Address: Permit Number: ❑ No one available for inspection: Time ' Z 6 AM/PM Re -Inspection required: Yes No When corrections have been made, call for re ' ection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OFWHEAT'RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:. 76 - - V Job Address: 2 3 1 4'e �� L ❑ No one available for inspection: Timee AM/PM Re -Inspection required: Yes t No When corrections have been made, call for re-ins,e at 303-234-5933 Date: GjJ, / y� Inspector:L i CIrtY OF AT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: �P 1,44"i 5. - Permit Number: 7 G -e ` r 7 / _ X"7.. ❑ No one available for inspection: Time f `; AM/PM Re -Inspection required: Yes�No When corrections have been made, call for re -inspection at 303-234-5933 Date: r' ,► 11•,_ �,,/ Inspector: DO NOT REMOVE THIS NOTICE 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 10204 3/8/00 Property Owner : Property Address : 3735 Marshall St Contractor License No. : 17261 Phone: 303-202-9044 Company : Academy Roofing, Inc. Phone : 360-0708 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permR application are accurate, and do not violate applieable 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 comPlience wRh the Wheat Ridge Building Code (U.B.C.) and all other applicabte Whea Rid ~ inances, for work under this pe it. (OWNER)(CONTRACTOR) SIGNED DATE~ I -t Description : Remove & replace 16 sq t-lock shingles Construction Value : $3,846.00 Permit Fee : $97.25 Plan Review Fee : $0.00 Use Tax : $57.69 Total: $154.94 Use : Electrical license No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (1) This petmit was issued in accorUance with tha provisions set forth in yopur appliwUon antl is subject to the laws of the State of Colofado and to ihe Zoning" Regulations arW Buildin~ Code of Wheat Ridge,Coloredo or eny other appliwble ortlinancas of the Ciry. (2) This permit shall expire i~ (A) the work authorizetl is not commencetl within sinty (60) tlays from issue tlate or (B) the building authorized is suspentled or abandoned for a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a fee of onrhalf the amount normally required, provided no changes have been or will be made in the original plans and specifcedons antl any suspension or aEanGOnment has not exceedetl one (7) year. If changes are matle or if suspension or aCantlonment exceeds one (t) year, full fees ahall be paid (or a new permit. (4) No work of any manner shall be tlone thal will change the nalu2l flow of water causing a dreinage problem. (5) Cont2ctor shall notify the Builtling Inspector twenty-faur (24) hours in advance for all inspeclions antl shall receive wriHen approval on inspection cartl before proceetliing with successive phases o(the1'ob. (B) The issuance of a permit or Me approval of drewings and specifica6ons shall not be construed M be a pertnit for, nor an approval of, any violation of the provisions of the building cotles or arry other orUinance, law, mle or regulatlon. Chief Building Inspector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 ~9S7 CITY OF WHEAT RIDGE Date : 3003 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner. L/NpA Dc- l-IC l-1 Property Address : 3735 1AA2sNp~L, ST Phone : 30 ;)-Od- 944-4 Contractor License No. : i-7).( , i Company: AcAttFmy (LnFrNG ING Phone: _~D3 360 070S OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certity that the setback distances proposed by this pertnit application are accurete, antl 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 acwrate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)((;~NTRACTO SIGNED~,~ DATE 3 - ~ Description: REr1o✓3-j-IIePi.A6& 16 tP TA+'-feo T-w~ SNINGG.~S BUILDING DEPARTMENT USE ONLY , Approval : Zoning : Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Construction Value : $ 3 ~Q 6 Permit Fee : Use Tax : Total : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Approval: _J : PJ_'" Re9u[red~ .=J Expiration Date : Approval : 3 P%d ~ Expiration Date Approval: A (1) This permit was issued in accortlance with the provisions set (otlh in yopur appliwtion and is subjecl to the laws of the State of Cobrado antl lo the Zoning Regulations antl Building Code of VJheat Ritlge, Coloratlo or any other applicable ordinances ot Ihe City. (2) This permit shall expire if (A) the work authonzetl is not commenced wiMin sixty (60) days from issue tlate or (B) Ihe building authonzetl is suspended or abandoned for a period of 120 Cays. (3) If this pertnit expires, a new permit may be acquiretl Por a fee of one-half the amount normally requiretl, provitletl no changes have been or will be matle in ihe original plans antl specifications and any suspension or abantlonment has not exceetletl one (1) yeac If changes are matle or if suspenslon or abantlonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone that will chanqe the naNral flow of water causing a tlraina9e pro0lem. (5) ConVactor shall notiy the Builtling Inspecror tweny-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or Ihe approval of arawings antl specifcations shall not be consiruetl to be a permit for, nor an approval of, any violation of the pmvisions of ihe building codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED B.Y THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION