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Home My WebLink About4605 Saulsbury StreetPERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100218 202100218 4605 Saulsbury St Residential detached garage. Sq ft: 400 ISSUED: 02/03/2021 EXPIRES: 02/03/2022 *** CONTACTS *** OWNER (303) 681-4887 FIEGEL TIM GC (303)819-4333 TOM HART 202139 CUSTOM GARAGE COMPANY SUB (303)659-3143 ALEJANDRO GUERRERO 021696 RAYO ELECTRIC, 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: 19,320.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 405.72 Permit Fee 362.80 Engin. Review Fee 150.00 ** TOTAL ** 11154.34 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100218 202100218 4605 Saulsbury St Residential detached garage. Sq ft: 400 ISSUED: 02/03/2021 EXPIRES: 02/03/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/03/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. t A . tY COMMUNITY City of hie atidle DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: -7 b ) 5 l9LSliJR`i T�Rk .� General Contractor: � a 1h A p,R, Company Name: 11 P`io N C., Contact Phone #: AZO' VY5Z Wheat Ridge Contractor License #: OLN LO(required field) State License #: 5 $ I 5 Master License #._007-r) 3 IiI.F $W�1ot1.b �v@CtCt�cO Printed Name of Authorized Agent Signature of Authorized Agent Date PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100218 202100218 4605 Saulsbury St Residential detached garage. Sq ft: 400 ISSUED: 02/03/2021 EXPIRES: 02/03/2022 *** CONTACTS *** OWNER (303) 681-4887 FIEGEL TIM GC (303)819-4333 TOM HART 202139 CUSTOM GARAGE COMPANY *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,320.00 FEES Total Valuation 0.00 Plan Review Fee 235.82 Use Tax 405.72 Permit Fee 362.80 Engin. Review Fee 150.00 ** TOTAL ** 11154.34 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. Owner/Contractor is responsible for locating property lines and constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate information submitted within the plan set and any construction errors resulting from inaccurate information. For one- or two-family dwellings, the first twenty-five feet (25') of driveway area from the existing edge of pavement into the site shall be surfaced with concrete, asphalt, brick pavers or similar materials. A right-of-way permit may be required; contact Public Works Department at 303-235-2861. Landscaping removed or damaged during construction must be replaced prior to final inspection. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Detached Garage PERMIT - 202100218 202100218 4605 Saulsbury St Residential detached garage. Sq ft: 400 ISSUED: 02/03/2021 EXPIRES: 02/03/2022 I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any pplicab e code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 02/03/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-renlv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) Date: Wednesday, February 3, 202111:42:09 AM Residential Accessory Structure (Garage, Shed over 120 sq ft, Gazebo) THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 4605 N. Saulsbury St. Property Owner Name Tim Fiegel Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" 303-681-4887 tfiegel@hudenthinc.com 3294 Newport Electronic Pavment.odf CONTRACTOR INFORMATION Contractor Business Custom Garage Company Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) 202139 1918RII-31010919191 Contact Email Address tommy@customgarageco.com for Questions/Comments Retype Contractor tommy@customgarageco.com Email Address DESCRIPTION OF WORK Detailed Scope of Detached Garage Work - Example: Detached Garage with Electrical; Unconditioned shed Square Footage of Accessory Structure Engineering Letters and Other Letter Size Attachments Construction Plans scanned on 11'x17" or larger Project Value (contract value or cost of ALL materials and labor) M Field not completed. 4605 N. Saulsbury St. Af 10,000 Increase valuation to $19,320 400 Sq Ft X 48.30 = $19,320 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Tom Hart Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Rev. 09/2017 RESIDENTIAL Building Permit- Plan Review Worksheet Address: 4605 Saulsbury St Zoning: Lot Size: 11,475 (site plan) sq. ft. Lot Width: 85 (site plan) ft. Property in the flood plain? N If yes, notify PW Floodplain Administrator and add surveying condition FLD Subdivision: COULEHAN GRANGE Any conflict? (Y/N) Related Cases: Type of project (applicable survey conditions in parenthesis): Maximum Lot Coverage .9 Existing Improvements (footprints): House: 2890 sq. ft. Shed: sq. ft. Detached garage: sq ft. Other: sq. ft. Total Existing 2890 sq. ft Lot Coverage 25.2 % % 4,590 sq. ft. Proposed Improvements (footprints): House/addition: 2890 sq. ft. Shed: sq. ft Detached Garage: 400 sq. ft. Other: sq. ft. Proposed+Existing 3,290 sq. ft Lot Coverage 28.7 % Required Setbacks: FR 25' S5. S 5' R 10' Provided Setbacks: FR 105' S59.51 S 5.5' R 10.5' For additions or new construction, is the structure within 2 feet of minimum setbacks? If yes, add surveying condition FND. Maximum Height: 15 ft. Maximum Size: 1000 sq. ft. Proposed Height: 112" (mid-� Proposed Size: 400 sq. ft. Does the bulk plane apply? (Y/N) N If yes, does it meet on all sides (Y/N): FR S S R (See 26-642 and 26-120.C.1 -applies to all single-family structures (new, addition, accessory) in R-1 C and R-3) Parkland Conditions Does the permit result in a new dwelling unit (new structure or conversion from non -res use)? N If yes, have parkland dedication fees already been paid (eg with a previous land use approval)? If fees are owed, add condition PFEE, notify owner, notify building division, enter fee amount in ADG. Rev. 09/2017 Streetscape Conditions Does the permit result in any of the following conditions? ❑ Construction of new roads ❑ Platting of new lots ❑ New development ❑ Additions that increase gross floor area (not just the footprint) by 60% or more (proposed floor area — existing floor area ) / existing floor area = °% increase If any box above is checked... For SF/DUPLEX-Is there existing ❑ Curb ❑ Gutter L]5 -ft+ sidewalk adjacent to the property? If curb, gutter or sidewalk is missing, streetscape construction or fees -in -lieu will be required. MULTIFAMILY Does the frontage meet current city standards? If not, streetscape construction or fees -in -lieu will be required. Fees -in -lieu of dedication or construction are due at the time the permit is issued. Access Conditions (apply to all new driveways, garages, additions, or new homes/units) JI 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. l� 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. Igl For all uses, one access point per property is permitted. Landscaping Conditions (apply to additions and new dwelling units) ❑ For one -and two-family dwellings, one tree for every 70 feet of street frontage is required. Frontage of lot - width of driveway / 70 = (round up for required trees) 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.O. ❑ In the event that landscaping cannot be installed due to inclement weather prior to the issuance of a C.O., an escrow agreement with financial guarantees may be allowed to ensure future installation. 125% of the cost of the proposed improvements will be required with the agreement. These funds will be reimbursed back to the property owner or contractor once the improvements are in place. Dwelling Unit ❑ Not approved as an independent dwelling unit. City of �Wheat,R COMMUNITY DEVELOPMENT Date: 2 March 21 Location: 4605 Saulsbury Street ATTENTION: BUILDING DIVISION SINGLE FAMILYIDUPLEX BUILDING PERMIT APPLICATION REVIEW I have reviewed the submitted application documents to construct a New detached garage located at the above referenced address. Please note the comments checked below. 1. Drainage: a. Drainage Letter & Plan required: b. Site drainage/grading plan have been reviewed and are: EYes ✓ No ✓ OK NOT; refer to stipulations. 2. 1Public Improvements required & to be completed with ro ect: a. street paving/patching: Yes ✓ No Completed b. curb & gutter: Yes ✓ No Completed c. sidewalk: Yes ✓ No Completed d. Other (specify): Yes No Completed For items not constructed, the amount of funds taken in lieu of construction: S 3. V Does all existing roadway/alley R.O.W. meet the standards of the City: M Yes n No If not, what is required? If R.O.W. is required, has the deed been received: HYes No (see Note below) NOTE: All deeds must be reviewed and approved prior to issuance of the Certificate of Occupancy. 4. V APPROVED: The Public Works Department has reviewed the submitted material and hereby approves this Permit Application, subject to the stated requirements and/or attached stipulations. Mark Van Nattan Date 1ly 02903.03nedY08:28:10n0700. 3 Mar. 2021 Signature Mark Van Nattan Date Stipulations: Refer to red -lined Site Plan and Conditions of Approval 6. 0 A Drainage Certification Letter accompanied by As -Built plans from the Engineer -of -Record shall be required prior to the issuance of the Certificate of Occupancy. 7. V NOTE: ANY DAMAGE TO EXISTING PUBLIC IMPROVEMENTS AS A RESULT OF PROJECT CONSTRUCTION SHALL BE REPAIRED PER ROW CONSTRUCTION PERMIT PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. Rev 04/2020 V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 ENGINEERING DEVELOPMENT REVIEW FEES Date: 2 March 21 Location of Construction: 4605 Saulsbury Street Purpose of Construction: new garage Single Family JF71� Commercial El Multi -Family EL Sitework El Development Review Processing Fee: ................................................ $100.00 (Required of all projects for document processing) Single Family Residence/Duplex Review Fee: ..................................... $50.00 Commercial/Multii-Family Review Fees: (Fees include reviews of the l't and 2nd submittals) • Review of existing or minimal technical documents: ........................ $200.00 • Initial review' of technical civil engineering documents: ................ $600.00 • Traffic Impact Study Review Fee :.................................................... $600.00 • Trip Generation Study Review Fee :................................................... $200.00 • Stormwater Management Plan (SWMP) Review Fee :....................... $200.00 • O & M Schedule Review & SMA Recording Fee ............................. $100.00 • Construction Control Plan.................................................................. $100.00 $ 100.00 $ 50.00 'Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes requested by staff have not been fully made to the civil/slormwater/traffic documents, further reviews will be subject to the following Resubmittal Fees: • Resubmittal Fees: 3`d submittal ('h initial review fee): .................................................... $300.00 $ 4' submittal (full initial review fee): ................................................. $600.00 $ All subsequent submittals:................................................................. $600.00 X = $ (Full initial review fee) TOTAL REVIEW FEES (due at time of Building Pennit issuance): $150.00 PLEASE NOTE THAT IN ADDITION TO THE ABOVE FEES, THERE WILL BE LICENSING AND PERMITTING FEES REQUIRED TO CONSTRUCT IMPROVEMENTS AND UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY. www.ci.wheatridge.co.us Rev 04/20 *64i City of WheatP COMMUNITY DEVELOPMENT Ifi•1011 Q II IM 01FK•1 y9» CZ•If/9, Address: 4605 Saulsbury Street Permit Number: 202100218 Approval of this building permit is subject to the following conditions and notes: • Direct downspouts in the directions indicated on the red -lined Site Plan to protect adjacent properties from stormwater runoff. Final grading surrounding the proposed garage should direct surface runoff east or west to protect neighboring properties. Per conversation with property owner (3/1/21), the existing driveway and sidewalk are to remain unaltered under this permit. • Any work in the City right-of-way is subject to a Right -of -Way Construction Permit prior to the commencement of any such work. D:\4605 Saulsbury St\CONDITIONS OF APPROVAL 4605 Saulsbury.docx V 1( City of Wheat,p COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 NOTIFICATION FOR PUBLIC IMPROVEMENTS RESTORATION DATE: 2 March 2021 ADDRESS: 4605 Saulsbury Street Dear Contractor: In conjunction with the approval of the building permit application for the above referenced address, this letter is to inform you that all existing public improvements located along the frontage of said address shall be restored, (if damaged from related construction) to an acceptable condition, as determined by City of Wheat Ridge Public Works Department, and prior to the issuance of a Certificate of Occupancy. Prior to any construction commencing, the City's representative will conduct an onsite inspection to determine the existing condition(s) of the public improvements at this address. If you have any questions, please contact meat mvannattan@ci.wheatridge.co.us Sincerely, MW lair Nattalr Signature Mark Van Nattan CC: File w .ci.wheatridgexo.us Rev 0420 2bt Iz\ City of 9119/19 Wheat Ridge Colorado Chapter of the International Code Council Building Division Check with your jurisdiction regarding type of submittal (paper or electronic) and additional requirements. Draw to scale and complete the following (hint: use graph paper with %"squares, Example: I"= i). 1 Complete this Building Guile by filling in the blanks on page two and four, and indicating which construction details will be used. 2 Provide 2 Plot Plmis (site plan) showing dimensions of your project and its relationship to existing buildings or structures on the property and the distance to existing property lines, drawn to scale. See page3. S Fill out a building pepmit application. The majority of permit applications are processed with little delay. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. The Colorado Chapter of the Intemational Code Council is a professional organization seeking to promote the public health, safety and welfare to building construction. We appreciate your feedback and suggestions please write to the Colorado Chapter of the International Code Council, P.O. Box 961, Arvada, GO 80001. This Wilding guide can be found on the Colorado Chapter of the International Code Council website at: http://www.coloradochapte6cc.org This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 International Residential Code. It is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. a _ � City o Wheat AIUNITy DFvFt,oPMEN-1 9/19/19 Max. 10' all height ikting over rndalion a num of 1". Finished grade Note: Check with local building department for 12" swelling sobs. Caissons may be required. t(2" x 10" steel anchor bolts 6'-0" O.C. max., r min. penetration max. 12" from corner and 12" from each end of plate (min. 2 bolts per plate). Bottom plate shall be treated or be separated from concrete f by an impervious moisture 1 barrier and be 8" above grade. 3 t/a" Minimum Concrete Slab #4 rebar min. core, top & bottom with 18° laps — Extent of header with double portal frame (two braced wall panels) ------ -- Extent of header with single portal frame (one braced wall panel) —� I Tension strap per table Fasten King stud to R602.10.6.4 (on oppositesilk header with 616D C "-- V -18' Finished width of opening -- of sheathing sinkers sinkers 1 ! for single or double portal ! f �_• • - _ _ j' Min. 3" x 11.25' Net Header •d Fasten plate to header with two rows of 16D sinker r M ' nails at 3" O.C. typ. 3 v �, Fasten sheathing to header with 8D common or g atvan¢ed box nails in 3" grad pattern as shown and B a I '•' 3" O.C. in all framing (studs, blocking, and sills) typ. z o i• Min length of panel per latae R602.10.5 s Min. double 2x4 framing Min. double 2x4 post'"-� i- wlthmin. thickness wood structural panes sheathing vnh SD common or galvanized bon nails at 3"o.c. in a0 framing( studs, blocking, and sills) Typ i Min.(2) 3,500 Ib. tie -down device(embedded into concrete -- and nailed into framing r- R 0311568" diameter 2 et r ar anchor boltsate Installed per section t: ��- a., - ¢� Min. reinfordng of foundation, one #4 bar top and bottom. Lap For a panel splice (ifneeded), p 4 edges shaft be blocked, and occur Within 24" of mid. height. One row of tvo. she .q not is requi 62x4 blockingg is used, the 2x4's must be nailed together with 316D sinkers Nin. 1,000lb. tie This handout was developed by the Colorado Chapter of the + -_ International Code Council as a basic plan submittal under O� the 2018 International Residential Code. It is not intended - `7 � to cover all circumstances. Check with your Department r� of Building Safety for additional requirements. O.C. Min. 3/8" wood structural pane sheathing 61 Note. for roots with slopes less than 4:12, follow manufacturer's instructions for low slope application of roofing material. ❑ Truss or 2x%rafters spaced" O.C. (example: PUtcheUawk"bb=k 2xlDRaftm&dawd24- Roof Provide roof tie downs Solid 2x blocking between rafters that are 2x12 or greater Note: Pre-engineered roof trusses wttruss clips may be used in lieu of roof structure shown. Diagonal wind bracing or braced wall panels Q comers and each 20' of wall. Max.10' `wall height 9/19/19 City of Wheat Ridge Building Division m 3 tab shb+91W) pitch " t 6� // � Ceiling Insolation I 2x�ceiling joists @ O.C. (exampk:2x8 Double 2x y_top plate {-"�} (exanWW2x6) Span 2_ (exmlp/e:29'6' Ceiling height 0 ' (exarnple:69 Siding 1-M (example: fep orT-111) Wall sheathin " l6 0 3 2x )studs @ lL O.C. A C Concrete Encased Ground ; Cont. 2x'sill plate ;_<9'�4 required for now service1. B _ /example: 2xs deter resistant) Foundation Detail A Foundation Detail B This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under the 2018 Imemational Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. WalllnSlllatiOIl ( lnneered-axae�la:r1-2oeanq Foundation Insulation (11heffiedueraepk: R -1e) Footing size x (example: F. 10 City of Wheat s ct)mMUNl r'y DEV t.OPMI N'I 14 9119119 1. Fill in the blanks on pages 2 and 4 with dimensions uF ChC and materials which will be used to build the structure. Please print legibly. 2. Indicate in the check boxes on page 4 which details from page 5 will be used. City of Note.. Heated garages will require insulation, such as ceilings, walls, and foundation. Wheat Ridge Building Division Dimension , & Locate and detail bracing Indicate rafter or truss direction ❑ Garage is heated � Garage is not heated M� ��, Show door and window header sizes and 77"" bcation and size of landing in frons of door Floor Dimension slope 'Z�_ T x heade ample: (2} 2xNote_ f roof trusses or rafters bear on header, special header design may be required - Double 20 or at6 trimmers each Fl-P1rj*—t't end of overhead door header y Garage door opening Garage door opening width Dimension* Z 5 to �0less!Hart 4 we Braced Wall Paw Data on page PIY With setaan 8602.10.62 (IRC) DlIIlensiOn* 2 , (minimum width 16° with wall 10' hiohl J This handout was developed by the Colorado Chapter of the International Code Council as a basic plan submittal under lett of the 2018 International Residential Code_ h is not intended '(� J Y to cover all afeumsta additional Check with your Department \1tl h at T ic Of Building Safely for a�itional requirements. 1' �' ,( \-�.-F COMMUNrry Ol V1 LOPMENT Z 9/19/19 This handout was developed by the Colorado Chapter of the International Code Coun71 as a basic plan submittal under the 2018 International Residential Code. it is not intended to cover all circumstances. Check with your Department of Building Safety for additional requirements. MAS .4 a, City of %-OM.MLJNjiY [ wll ioi, st.n t �3 I I I I I I i I I I I I I I ----- y A 5 ----- 4T H I - ----------- jilme id& - a g vision s� S cd T 41 1 1 14 W Reviewed for Zoning Compliance by the 11, - CityofWheatRidgePlanningDivision ='ry APPROVED / BY: DATE: February 24, 2021 COMMENTS: Approved with conditions 6. 1 r 2 Th fir it 25 of a driv eway from the existing edge surface o pav w ar or IsUWe me h -c ater t ml cre al. o the sit j shall be e, a phai t, brick paver Coritket Dept of Public f 235-2861. tz or Works imi O and er/C constuctin ntrac or is g imp espo overr sible ents or locating property lines ecording to the approved plan responsib and iertuiredde e for inaccuratei elop entsandards. or T ationsnbmtted City is not Ithinthc O 10ll 3t1011 d a infolmatix cons eti . n eff rs resnitin frorl'.0 Jan pin re ov dor.danage d g ho f MU stb rep ace prior to final of p�� r WheatF,*d COMMUNIIY D EVEEUPMENT APPROVED Reviewed for Code Compliance Mike Theisen 02/26/2021 Plans Examiner Date wxex.orxm�x:me;.ruom: a/opxwxwmpwadWwm«;llmnum Rny mrrpumnms LwNmtbe apnm[/o,mm mVwMa/.oM mrmmb anY lrMOwwfbru nl Me N.AIM9 tMPw V/O(�Cdx UMlmms. Permm gnuwng mgM ourmrrry to MolommmMrllxeponLmx aJMf mWYq mdmaoMrrarENiaimigrlb pN+xoxmtEeroN6 mCity Gfa2�m: } 10 "p U\E 6 S� .IV _ n} //rJpj�SA Reviewed b"he City of Wheat Ridge Engineering Division �•r�/ APPROVED By. Mark Van Nattan � D,TE: 3/2/2021 COMMENTS : Approved with comments. Re: Conditions of Approval. _ City o Wheat Ridge � I Building Di ision r6, 6^-,v To Fo 7^.a \ R{� CUVN t>i\O 4 W S\ m i L�,6s- e _ C Pt J - O vec��3 t�+N ----------------------- City of W heat j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. F: 303.237.8929 August 10, 2018 Owner/Occupant 4605 Saulsbury Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201705736 (Single Family Dwelling) 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 — September 7th — 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. 291" 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.wheatridge.co.us City of W heat j�idgc COMMUNITY DEVELOPMENT www.ci.w heatri dge.co.0 s City of W heat j�idge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. F: 303.237.8929 August 10, 2018 Owner/Occupant 4605 Saulsbury Street Wheat Ridge, CO 80033 Wheat Ridge, CO 80033-8001 P: 303.235.2855 RE: Previously permitted project plans available for retrieval — Permit 201705736 (Single Family Dwelling) 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 — September 7th — 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. 291" 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.wheatridge.co.us City of W heat j�idgc COMMUNITY DEVELOPMENT www.ci.w heatri dge.co.0 s City of Wheat Ridge Residential Roofing PERMIT - 201706496 PERMIT NO: 201706496 ISSUED: 08/23/2017 JOB ADDRESS: 4605 Saulsbury ST EXPIRES: 08/23/2018 JOB DESCRIPTION: Residential Re -roof to install asphalt shingles - 25 sq *** CONTACTS *** OWNER (303)921-1799 BERGMAN SHANE R & SARAH SUB (720)284-8831 Brent Roper 160146 BLLR dba Ropa Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 14,000.00 FEES Total Valuation 0.00 Use Tax 294.00 r, am Permit Fee 267.70 ** TOTAL ** 561.70 *** 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) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and mid -roofs may be called in at the same time, one hundred percent of the sheathing must be complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. 4, PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Residential Roofing PERMIT - 201706496 201706496 4605 Saulsbury ST ISSUED: 08/23/2017 EXPIRES: 08/23/2018 Residential Re -roof to install asphalt shingles - 25 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 roperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attesthul t I am legally authorized to include all entities named within this document as partes to the work to be performed and at Ilhvor to be per a is disclosed in this document and/or its' accompanying approved plans and specifications. %�S�k / 17 Signaturof 'OWNER or CONTRACTOR (Circle one) Date 1. Thi. permit was issued based on the information provided in the permit application and accompanying Flans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. Thispermit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the original ermit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The }ssugran nc r ting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicablle c or any ord or re yla 'on 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. Antoinette Kulick -Zvl�vv [ "( 6 From: no- reply@ci.wheatri dge.co.us Sent: Monday, August 21, 2017 10:27 AM To: CommDev Permits Subject: Online Form Submittal: Residential Roofing Permit Application Follow Up Flag: Follow up Flag Status: Completed Residential Roofing Permit Application This application is exclusively for new permits for residential roofs and for licensed contractors only. This type of permit is ONLY being processed online --do not come to City Hall to submit an application in person. Permits are processed and issued in the order they are received and due to the volume of requests, time to process varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if your contractor's license or insurance has expired, and you may update those documents at the time you are issued your permit. For all other requests: Homeowners wishing to obtain a roofing permit must apply for the permit in person at City Hall. Revisions to existing permits (for example, to add redecking) must be completed in person at City Hall. All other non -roofing permits must be completed in person at City Hall. The Building Division will be open from 7:30-10:30 a.m., Monday through Friday to process these types of requests. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN REROOFING UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes residential roof? How many dwelling units Single Family Home are on the property? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Sdut(SI- wry/ Jk4605 &atis "st Shane Bergman (303) 921-1799 193 156 1. 70 Property Owner Email Address Do you have a signed contract to reroof this property? Applications cannot be submitted without an executed contract attached below. Attach Copy of Executed Contract shane.bergman@tamarakconsultingllc.com Yes Shane bergman agreement.pdf CONTRACTOR INFORMATION Contractor Business Ropa Roofing Name UL Contractor's License 160146 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Address (Primary address of your business) 720-475-1065 795 McIntyre St. Suite 204 Contractor Email Address roparoofing@gmail.com Retype Contractor Email roparoofing@gmail.com Address DESCRIPTION OF WORK TOTAL SQUARES of 25_,,Z the entire scope of work: Project Value (contract 14000 value or cost of ALL materials and labor) Are you re -decking the No roof? 194 Does the scope of the project include a flat roof (less than 2:12 pitch)? Does the scope of the project include a pitched roof (2:12 or greater pitch)? How many squares are part of the pitched roof? Describe the roofing materials for the pitched roof: Type of material for the pitched roof: Provide any additional detail here on the description of work. (Is this for a house or garage? What is the roof pitch? Etc) No Yes / 25 Dimensional Shingles Asphalt remove and replace existing roof with dimensional owen's corning shingles SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that this 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 may not begin on this property until a permit has been issued and posted on the property. Yes Yes Yes 195 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Name of Applicant Brent Roper Email not displaying correctly? View it in your browser. 196 p g AGRF.FMFNT OWNER(S): _ ADDRESS: PJ - PHONE: EMAIL -46a INSURANCE CO:/ 1 la(JE�l Ir -d - — CLAIM #: /V Office: 120-475-I()b-5 www RopaRoo1inA.com General Liability insurer: Colony Specialty, NAIC:39993 Colorado Insur ce Professionals, Inc. (303) 755-8600 SCOPE: Shingles removed: sq. Replaced: sq. Type: Pipe boots: _ Ice/Water shield: _ft. Hip/Ridge Cap _ft. Starter Shingles: _ ft. Drip Edge: _ ft. Color: Vent type: No.: Co✓h Flashing: Step Flas mg: — Chim7ate3 M S 7--- Price:. ! _ General: Both Parties agree to cooperate in good faith efforts as follows. (1) to file a property damage claim with the owner's insurance company upon executing this agreement, if damage is found. (2) to share all information related to the insurance adjusters meeting and make every attempt to attend the adjusters meeting together. (3) To provide each other with all claims reports and other information related to this claim. RopaRoofing will prepare the file for production and acquire all permits and other documents necessary to comply with local requirements. As consideration for the work provided by RopaRoofing, the owner hereby agrees to appoint RopaRoofing as their exclusive contractor. If the claim is approved: RopaRoofing agrees to complete all work outlined in the owner's insurance claims report, including all supplements and additional items agreed to by the owner's insurance company. If the claim is denied: If the inspection is denied, then this agreement is Null and Void. The owner is not responsible for any payments to RopaRoofing. Payments: The parties agree that RopaRoofing will be entitled to all insurance proceeds related to all claims subject to this agreement, and all other monies for upgrades or additional work that is approved in writing by the owner on the addendum to this agreement. The owner understands that they are fully responsible for their insurance deductibles, as stated by the Colorado Law 6-22-105. Waiver of insurance deductible prohibited. Payments: Owner hereby releases their insurance company to provide RopaRoofing with information related to this claim and furthermore grants permission for their insurance company to negotiate and settle all claims on behalf of the owners with third party adjusters, if necessary. Owner's Rights: Should the owner decide to cancel this agreement, it must be done within 72 hours of the date signed. This may be done via mail, email, or hand delivered letter — stating that they wish to—terminate this agreement. Scope: To be defined by the Owner's insurance summary plus any additional upgrades, which they choose; and shall be attached along with the addendum to this agreement. THE ROOFING CONTRACTOR SHALL HOLD IN TRUST ANY PAYMENT FROM THE PROPERTY OWNER UNTIL THE ROOFING CONTRACTOR HAS DELIVERED MATERIALS TO THE SITE TO WHICH THE WORK IS TO BE PERFORMED OR HAS PERFORMED A MAJORITY OF THE ROOFING WORK ON THE RESIDENTIAL PROPERTY. Accepted by Property Owner on: Date Y / 1 d / 2: Date l /CZl 1 Sales Person: By: X _ By: X ?,oi7o6gg6 INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection INSPECTION REQUEST LINE: (303) 234-5933 Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 t:►.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments _ Initials Pier Concrete Encased Ground (CEG) Foundation / P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Unrate Inspections Inspector Commentsderground/Slab Initials Electrical Wall Sheathing Sewer Service Plumbing _ Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Initials Comments Wall Sheathing Mid -Roof Lath /Wall Tie Ru-::-!". E:actric 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 Inspecticn (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors If A 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 r - H O N Ln O N W M M O O x 00 H0 61 U N 3W O Q O FI Ln K W >m O q 1 bqq ID ro A u 0 H m m u b ro m H m M m m m .q 0 O w a ro b q o N b1 q b 'm0 +� U a m w 7 m o w q, m m b m a a a am 41 m S wo 443 m Hu 7 p +i O b a o >. 41 U Mta m a ro° a rn 4 A H$4 b a� ro m A -A+ H w m o L b � ., mJ 1 m x m o w w o m O m a m Y y ro O H m w O o m41 a m - v H a ro I a z 0 0 a U 0 ro 5 F z U a O s O A �z 3 p 01H � E � U A y Coro a4.) H O H b mH a w O U O x >1 4' g 43 ro w �ro4.) � � O (1 H 'A U W r -I 4.) l O (d0 x Ol 64 G 64lu ro a u ro z rl w w O z � b m o ON �+ u o°a H w N m N •� U u° N I ,' �CtLx1,SLntv,_[ INSPECTION RECORD IN PECTION ONLI E FORM: http://www.ci.wheatridge.co.us/inspection: { ;V-\ INSPECTION REQUEST LINE: (303) 234-5933 F ' an'dellations must be submitted via the online form before 8 a.m. the day of the inspection Occupancy/Type Inspections will not be performed unless this card is posted on the project site, **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Pier Floodplain Inspection (if applicable) Concrete Encased Ground (CEGI,, ' Final Electrical Foundation / P.E. Letter"` Al Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Sewer Service Plumbing Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector Comments Itutials Wall Sheathing pections 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. Floodplain Inspection (if applicable) Mid -Roof Lath / Wall Tie Final Electrical Rough Electric' Final Mechanical Rough Plumbing/Gas Line_ Roof Rough Mechanical Final Building 1744/1-1- Rough FramingL�- 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, Rough Grading Insulation p Drywall Screw/ Nail Final Inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. ROW & Drainage / Public Works Dept. ' pections 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. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building 1744/1-1- NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy, *For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather City of Wheat Ridge Residential Addition PERMIT - 201705736 PERMIT NO: 201705736 ISSUED: 08/25/2017 JOB ADDRESS: 4605 Saulsbury ST EXPIRES: 08/25/2018 JOB DESCRIPTION: Residential addition - great room at rear of house on west side; addition is 1 ft 11 in. x 29 ft 4 in (56 sq ft); addition will remain under existing roof eave; 6 ft sliding patio door; 7 ft x 4 ft window will be installed on bumped out wall *** CONTACTS *** OWNER (303)921-1799 SUB (303)777-5489 GC (303)744-1301 BERGMAN SHANE R & SARAH Huckleberry, "Huck" 018933 Huckleberry Electric Craig Stimson 170475 Preferred Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, WHEAT BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,235.10 FEES Total Valuation 0.00 Plan Review Fee 277.03 Use Tax 487.94 Permit Fee 426.20 ** TOTAL ** 1,191.17 *** 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 all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. i CITY OF WHEAT RIDGE y�`f 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/f`.` AIV/PM Re -Inspection required: Yes Nom When corrections have been made, call for re -inspection at 303-234-5933 Date: ' - / _ Inspector: , �,, -14. DO NOT REMOVE THIS NOTICE d .. j 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: Job Address: Permit Number: 20I Zj.5 706 / ❑ No one available for inspection: Time IN Re -Inspection required: Yes 4o *When corrections have been made, call for re -inspection at 303-234-5933 Date: O' /-/J l Inspector: �eAl 6/ f �-} DO NOT REMOVE THIS NOTICE ��.i._....CITY OFWHEATRIDGE. _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: A6-,2 ,j Cr Cr.S. Job Address: G�E2- `SP-LAL P. U1z-f ':'T. Permit Number: 261-7 (j52-7 61 CO ❑ No one available for inspection: Time (49M/PM Re -Inspection requirees No When corrections have been made9calor re -inspection at 303-234-593Date: 11 �" Insper TI IIA w1i��Iw� r •V � r ■ ■ IIV I �V 1 ■V� ..� d �f 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: 6;3e, ' Job Address: y b 0 S Permit Number: % a I -q L S z> U M 0 } c � (-Gt (-C� V� U C (' ✓+ y wPvQd TA -CA -,_0 C ❑ No one available for inspection: Time -J�'� Re -Inspection required: es No When corrections have been made, call for. -re -ins eciaopat803-234-5933 Date: 0 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: G Permit Number:C%%O 73 ❑ No one available for inspection: Time ,, �, ` AM/PM Re -Inspection required: /Yes No When corrections have been made, call for re -inspection at 303 -234 - Date://, `'/ 7 Inspector: Jexl DO NOT NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: �/70573G ❑ No one available for inspection: Time L � .,�..-='AMfPM Re -Inspection require YeNo When corrections have been made, call for re -inspection at 303-234-5933 Date: /' a� • % 7 Inspector:... 1 41(, xrxr DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division ry (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIOIN/ NOTICE Inspection Type: "i V" �1 Job Address: Permit Number: � 7�— ❑ No one available for inspection: Time f1 /PM Re -Inspection required: Yes (!,01 -) When corrections have been made, call for re -inspection at 303-234- nn �7 � 5933 C i� jy Date: 'l � � Inspector: ��- DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -� UI 9 uv Job Address: 60.E S 04 k t ;ice S Permit Number: 7 (,i 7 b ❑ No one available for inspection: Time ` l //PM Re -Inspection required: Yes i'N' When corrections have been made, call for re -inspection at 303-234-5933 Date: Y �� / 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: %�� 5• Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call jTforrr inspectio a -3-n-234--5933— Date: e w57//--7- Inspector CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ?p ❑ No one available for inspection: TimeY �M/PM Re -Inspection required: Yes/ N� When corrections have been made, call for re -inspection at 303-234-5933 Date: Q/7/�7 Inspecto 1 /� 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: -✓V t 0 Job Address: Permit Number: ❑ No one available for inspection: Time; AIVI/fo Re -Inspection required: Yes When corrections have been made, call for re -inspection at 303-234-5933 Date: IVf Inspector: t DO NOT REMOVE THIS NOTICE 1'*6 ' 4 City of Wheat Ridge Residential Addition PERMIT - 201705736 PERMIT NO: 201705736 JOB ADDRESS: 4605 Saulsbury ST ISSUED: 08/25/2017 JOB DESCRIPTION:Residential addition EXPIRES: 08/25/2018 great room at rear of house on west side; addition is 1 ft 11 in. x 29 ft 4 in (56 sq ft); addition will remain under existing roof eave; 6 ft sliding patio door; 7 ft x 4 ft window will be installed on bumped out wall *** CONTACTS *** OWNER (303)921-1799 BERGMAN SHANE R & SARAH SUB (303)777-5489 Huckleberry, "Huck" GC (303)744-1301 Craig Stimson 018933 Huckleberry Electric 170475 Preferred Services *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: 2405 / BARTHS, COULEHAN GRANGE, UA UA / Unassigned WHEAT BLOCK 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 23,235.10 Total Valuation FEES Plan Review Fee 0.00 Use Tax 277.03 Permit Fee 487.94426.20 ** TOTAL ** 1,191.17 *** 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 all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. City of Wheat Ridge Residential Addition PERMIT - 201705736 PERMIT NO: 201705736 JOB ADDRESS: 4605 Saulsbury ST ISSUED: 08/25/2017 JOB DESCRIPTION: Residential addition EXPIRES: 08/25/2018 great room at rear of house on west side; addition is 1 ft 11 in. x 29 ft 4 in (56 sq ft); addition will remain under existing roof eave; 6 ft sliding patio door; 7 ft x 4 ft window will be installed on bumped out wall 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, ani that I am the legal owner or have been authorize by the legal owner of the property and am authorized to obtain this permit and perform t t'e work described and approved in conjunction with this permit. I furt r attest that I am le ally authorized to include all entities named w' in this document as parties to the work to ct performed and at all work to be�rformed is disclosed in this document and/or i accompanyin approved plans and specifications. leg �5ignature,,W' OWNER or CONTRACTOR (Circle one) Date v 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Buildin_ Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 �'�sjto field inspection. Signature of Chief Building Official REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAYFORINSPECTION THE FOLLOWING BUSINESS DAY. Antoinette Kulick From: Craig <cstim@ecentral.com> Sent: Friday, August 25, 2017 10:18 AM To: Subject: Antoinette Kulick Permit Authorization Please allow John Hamilton to pull the Construction Permit for 4605 Saulsbury St. Thank you. If you have questions, please call me at the number below. Craig Stimson Owner/License Holder Preferred Services 303.744.1301 nffm[o �' City of '`,JV heat Pick COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29"Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsC )crwheatridqe.co.us I FOR OFFICE USE ONLY Date: 1� I CI i7 Plan/Permit # Plan Review Fee: j ' /t ` 7 Building Permit Application "• Please complete all highlighted areas on both sides of this form. incomplete applications may not be processed. Property Address: 4605 Saulsbury St. Wheat Ridqe, CO 80003 Property Owner (please print): Shane & Sarah Bergman Phone: (303) 921-1799 Property Owner Email: srObergm@yahoo.com Mailing Address: (if different than property address) Address Com, State, Zip: Architect/Enaineer: Alan Stepneski Architect/Engineer E-mail: structural.engineer@yahoo.com phone: (303) 825-1572 Contractor: Craig Stimson Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: 17N.sb(� 614 V. W.R. City License # ()1 ,�J33 Other City Licensed Sub: City License # Phone: (303) 744-1301 reserv@ecentral.com Plumbing: Mechanical: W.R. City License # W.R. City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL X RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE 9NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects. please provide a detailed description of work to be performed, including current use of areas, proposed uses, Square footage. existing condition and proposed neer condition, appliance size and efficiency. type and amount of materials to be used, etc_) This project is to extend the great room at the the rear of the house (west side). The addition is 1'11" x 29'4" (56sf) and—will include a foundation per specs from the structural engineer. The addition will remain under the existing roof eave, so no work will be performed on the roof. A 6' sliding patio door and a 7'w x 4't window will be installed on the bumped -out wall. Sq. Ft./LF 56 Sf Btu's Amps Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ $23,235.10 0%%\'ER/CO,NTRACIOR SICNATLRE OF L NDERSTANDING AND AGREEMENT herein ccrtify that tite ,c(l)ack distance prului;ed by this permit aPPlication are accurate and do not N iolatc applicable orrdinancc;, rules or regulations of the Cit of NVheat Ridge or covenants_casements or restrictions of record; that all nteasturments shoo n and allegations made are accurate, that I ha%e read and a,,ree to chide hy all conditions printed on tius application and that I assume full re.Pcrosihilit� fir compliance with applicahle City of W heat Ridge codes and ordinances tur nark under any perrt�it is:ucd based on this appfication; that I am [tic legal owner or hace been authorized bvthe legal occncr ofthe property to per}inn the descrilxwd work and am also authorized by the legal owner of ani entity included on this application to list that entity on thi application. MC'LE0A1 (011'.VER) ('O.�TK.1C`TOk ur (4UTHORIZE'D R R/l/ .1'T T1 F) of (011:1"FR) (t'0:1'TRtCTOR/ PRINi' ,NAME:: _ Craig ^Stimson SIGN 1111 RE: ZONING COMMENTS �Q( �� Are Reviewer: BUILDING DEPARTMENT COtvtlAENTS Reviewer ah -V-1 PUBLIC IA'ORKS COMMENTS Reviewer DEPARTMENT USE ONLY PRQOF OF SUBMISSION FORMS Fire Department ❑ Receivt*d ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received (] Not Required DATE: �� d OCCUPANCY CLASStFICAT.iON: V.✓ TYPE OF CONSTRU Ti(}Iti: SPR!NKLERE0 OCCUPANT LOAD Building Division Valuation: $ 4 ► L f City Of Wh6atRide-vock; COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM Project Address: Permit #: General Contractor: Electrical Contractor Company Name: Huckleberry Electric Phone #: (303) 912-9991 State License #: 1079 C lorado Master ##• 654 Colorado 7/2712017 e of uthorized Agent Date Plumbing Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Company Name:_ Wheat Ridge License #:, Phone: Date Signature of Authorized Agent Date *This application must be signed by each sub -contractor confirming the same. Citi of WheatP C!ge CIT! OF WHEAT RIDGE BUILDING AND iNSPKTION SERA ICES DIt 1SION 75DO 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: 8/7/2017 Project Address: 4605 Saulsbury St Wheat midget CO 80033 Name of FirTnAndividual submitting documents: Preferred Servicgs /Craig Stimson Project Type/Description: Residential Addition: 8umpinNout rear exterior wall approximately 24". No plumbing moi ns or addiBQp,$life involved Signature of Firm Representative or Individual: DO NQT WRITE BELOW THISPONY FOR AGENCY USE 2N.6Y r. o•�r�w. sr�r 1, 1 *174—My— T -OW t& , 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. o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water 3o�Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Agency Notes: As ,aa i5 fES2ea-r-gib pr a ss"X -%>t '7. w 4D " �&b to srt'E pRvse4ED Signature: _ Date: t (Agency Representative) MJ,.% -SEI' F4_ f City of Wheatf<i ,c 01T Of WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 50U W ?9th Aye lti"heat Ridge. CO 8003 -8001 p_ 30>.235.28>5. / +0.237.8929 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: 8/7/2017 Project Address: 4605 Saulsbury St. Wheat Ridge, Co 80033 Name of Firm/Individual submitting documents: Preferred Services / Craig Stimson Project Type/Description: Residential Addition: Bumping out rear exterior wall approximately 24". No plumbing modifications or additions are involved Signature of Firm Representative or Individual: 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 Wheat Ridge Fire Protection o Arvada Fire Protection X Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District Fruitdale Sanitation District o Westridge Sanitation District o Other 11= i� r -'r y` C,(,— v u - Signature: Date: �,. A e Representative) r4m 84 rwi :t/ COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED ADDITION TO SINGLE FAMILY RESIDENCE 4605 Saulsbury Street Wheat Ridge, Colorado Prepared For: Mr. Nick Hamilton 2536 S. Josephine St. Denver, CO 80210 Project No. 17-10635 August 3, 2017 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................5 FOUNDATION BACKFILL..................................................5 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION........................................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN.......................................FIGURE 1 TESTHOLE LOG........................................................2 SWELL CONSOLIDATION TESTING..........................................3 PROJECT NO. 17-10635 August 3, 2017 Page 1 of 8 SCOPE A geotechnical and geological engineering investigation was conducted at 4065 Saulsbury Street, Wheat Ridge, Colorado, to determine foundation design criteria and interior floor system recommendations for a proposed addition to a single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented herein are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for constructing a living space addition on the west side of the house. The addition will be one story over crawl space or slab -on - grade. A wood frame superstructure will be supported by a new reinforced concrete foundation and the existing foundation. SITE CONDITIONS The site is in a fully developed residential subdivision in the city of Wheat Ridge, Colorado. The surface in the general vicinity slopes to the north at gentle to moderate grades. The surface within this lot is relatively flat. Vegetation consists of shrubs, trees, sod and groundcover plants typical of landscaped residences in the area. PROJECT N0. 17-10635 August 3, 2017 Page 2 of 8 The only apparent geologic hazard that may affect the proposed construction is shallow groundwater. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two foundation design test holes as close as practical to the anticipated building envelope. Test hole locations are shown in Figure 1, Test Hole Location Plan. The test holes were drilled to a depth of seven and 25 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. The seven foot hole was drilled to obtain additional shallow samples for laboratory testing. The litho - logic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low energy stream flow. Test Hole 1 (TH-1) encountered approximately five feet of fill overlaying a medium coarse to coarse-grained, loose sand to the total depth investigated. Fill is the result of a below -ground swimming pool being removed. Test Hole 2 (TH-2) encountered four feet of very fine to fine-grained silty sand overlaying a medium stiff clay to the total depth investigated. Detailed soil descriptions are presented in the test hole logs on Figure 2. Bedrock was not encountered during drilling operations. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded sandstones, siltstones, claystones, shales and conglomerates. Bedrock contacts are gradational. Detailed soil and bedrock descriptions are presented in the PROJECT NO. 17-10635 August 3, 2017 Page 3 of 8 Test Hole Logs on Figure 2. Bedrock will not affect foundation design or performance due to soil depth and groundwater. Swell -consolidation testing was conducted on two representative soil samples from depths of three and six feet. Test results indicate that the soils at, and below, foundation bearing depth have no swell potential. Each soil sample tested consolidated 0.4 percent when saturated under a constant load of 1000 psf. Detailed test results are presented in Figure 3, Swell -Consolidation Test Results. Groundwater was encountered at a depth of five feet below existing grade during drilling operations in TH-1 and TH-2 remained dry during drilling operations. Free water remained at a depth of five feet below existing grade in TH-1 and TH-2 remained dry when checked 17 days after drilling operations. Groundwater appears to be part of localized perched water tables on top of the bedrock. Groundwater shallow enough to affect foundation drainage requirements, foundation construction, and foundation depth is possible. Top of interior floor elevation should be a minimum of three feet above the seasonal high groundwater table. Available information indicates the high water table is at approximately 5 feet in some locations on the property. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS The foundation can be supported on continuous spread footings designed for a maximum contact pressure of 1500 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. PROJECT NO. 17-10635 August 3, 2017 Page 4 of 8 Footings shall be constructed on native soil that is smooth, even and free of loose soil, rocks and debris. Footings shall not be constructed on frozen or saturated soils. The existing fill placed after the removal of the below -ground swimming pool appears to be placed in an uncontrolled manner. Uncontrolled fill may have variable characteristics and is not suitable for foundation support. All existing fill must be removed from the excavation and replaced with moisture -treated and compacted structural fill. The following procedures and guidelines shall be followed if removal of uncontrolled fill is needed: 1. Remove all fill within the building footprint until native soils are encountered. The excavated area shall extend laterally a minimum of four feet beyond the foundation perimeter. 2. Scarify the bottom of the excavation to a depth of 12 inches, moisture -treating and compacting soil as specified in Item 4, below. 3. Add suitable structural fill to bring the excavation to the required elevation. Fill shall be approved by a representative of this office prior to use. On-site materials may be suitable if properly moisture treated. 4. Fill shall be placed in maximum 12 -inch -thick loose lifts, moistened to within zero to plus 3 percent of optimum moisture content, as defined by ASTM D-698 (standard Proctor), and compacted to a minimum 95 percent of maximum density, as defined by ASTM D- 698. Thinner lifts may be necessary depending on equipment used. 5. Foundation support soil over -excavation and replacement should be observed and tested by a representative of this office to verify proper placement and compaction. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 50 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. PROJECT NO. 17-10635 August 3, 2017 Page 5 of 8 DRAIN SYSTEMS A foundation drain system is not required for the soils present and the type of construction proposed. Foundation drain system recommendations and specifications can be provided if plans change to include habitable below -grade space. FOUNDATION BACKFILL Backfill placed against foundation walls shall be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. Walls over four feet high should have the floor system in place or be well braced prior to, backfilling. Controlled puddling should not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soil or bedrock may move if support materials become wet. One means of preventing slab movement is construction of a suspended floor over crawl space. Expansion potential of materials at, and below, interior floor slab bearing depths indicate there is a very low risk of significant floor slab movement. The following procedures will help improve slab performance, minimize movement and prevent damage if some risk of movement can be tolerated: PROJECT NO. 17-10635 August 3, 2017 Page 6 of 8 1. Subgrade should be prepared based on the soil type encountered. Granular soils should be wetted and thoroughly compacted prior to slab placement. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock should be placed beneath the slab. Rock should be covered with a minimum six mil impervious vapor barrier. A four - inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement (i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 -square -foot areas. 5. A minimum void space of 1-1/2 inches should be constructed above or below any non-bearing partition walls. In finished areas, furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 6. Piping should not be placed under the floor slab if hot water heating is used. If forced -air heating is used, a flexible connection should be utilized to allow some movement between the furnace and the heating ducts. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with recommendations outlined herein to help prevent wetting of slab support soils. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be designed and controlled to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems PROJECT NO. 17-10635 August 3, 2017 Page 7 of 8 should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or downspout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms and reinforcing steel placement in foundation walls should also be inspected to insure compliance with these recommendations and engineered foundation plans. PROJECT NO. 17-10635 August 3, 2017 Page 8 of 8 We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. TEST HOLE LOCATION PLAN 4605 SAULSBURY STREET WHEAT RIDGE, COLORADO /OTH-1 / TH)t / EXISTING / SINGLE-FAMILY / RESIDENCE APPROX. ENVELOPE OF REMOVED POOL DRIVE EXPLANATION • TH -1 FOUNDATION DESIGN TEST HOLE Test holes are located using taping and map measurement. Locations should be considered accurate only to the degree implied by the method used. 20 10 Q 20 SCALE: 1" = 20' BUILDING LOCATIONS ARE APPROXIMATE PROJECT N0. � 17-10635 COMPLETE ENGINEERING SERVICES FIGURE 1 I w E4, TH-1 Indicates location of standard penetration 0 — test. Indicates 13 blows with a 140 pound — - hammer falling 30 inches were required to ]13/12 17 0 5 — S -C indicates sample tested for swell - consolidation potential & percent swell ] 17/12 ]9/12/11 Indicates location of standard penetration test. Indicates number of blows with a 140 lb.hammer falling 30 inches required to ]3/4/7 10 .,'r. 6" intervals. d:~ between lithologic units. Transition may +w be gradual. � 17 -x ] 2/12 15 —•;• v — .•y f 4� 20 — y N — � r :n 25—. EXPLANATION: TEST HOLE LOGS APPROXIMATE TH-2 GROUND SURFACE— — — 0 �.. Km —!ll ll 5/12 3 S -C -0.4% 5 — 13/12 S -C -0.4% DRY ® 17 ® FILL; Clay, sandy, concrete debris, med. stiff moist, brown, (CL). SAND: very fine to fine grained, silty, loose, moist, brown, (SM -ML). ® CLAY; med. stiff, moist, light -brown, (CL). �;; SAND; medium to coarse grained, gravelly, clay lenses, loose, wet, brown, (SP). �j 13/12 Indicates location of standard penetration J S -C test. Indicates 13 blows with a 140 pound 0.0% hammer falling 30 inches were required to drive a 2.5" diameter sampler 12 inches. S -C indicates sample tested for swell - consolidation potential & percent swell (+) or consolidation (-). ]9/12/11 Indicates location of standard penetration test. Indicates number of blows with a 140 lb.hammer falling 30 inches required to drive a 2.0" diameter sampler successive 6" intervals. Indicates approximate location of boundary between lithologic units. Transition may be gradual. � 17 Indicates depth to water measured at given number of days after drilling. DRY ® 17 Indicates no groundwater present at time of drilling. eaM-& PROJECT N0. 17-10635 COMPLETE ENGINEERING SERVICES FIGURE 2 3 0 2 z a- x W 2 z 0 F 0 3 0 cn 0 4 U 3 z 2 0 V) z a 1 0- x w 0 bt 1 2 z 0 F 0 3 0 U) 0 4 U SWELL -CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 17.1% UNIT DRY WEIGHT: 108.6 pcf DESCRIPTION: Sand, silty, brn FROM: TH-2 AT 3 FEET I I I I I I I ICONSOL CONSTANT I I PRESSURENDER DUE TO WETTING 0.1 1.0 10 APPLIED PRESSURE (ksf) MOISTURE CONTENT: 19.0% UNIT DRY WEIGHT: 107.9 pcf DESCRIPTION: Clay, sandy, brn FROM: TH-2 AT 6 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 em APPLIED PRESSURE (ksf) PROJECT N0. 17-10635 COMPLETE ENGINEERING SERVICES m 100 FIGURE 3 COMPLETE ENGINEERING SERVICES, INC. SUBSURFACE INVESTIGATION AND ENGINEERING ANALYSIS PROPOSED ADDITION TO SINGLE FAMILY RESIDENCE 4605 Saulsbury Street Wheat Ridge, Colorado Prepared For: Mr. Nick Hamilton 2536 S. Josephine St. Denver, CO 80210 VAAA111111 ) UNAL u111 1,mut Project No. 17-10635 August 3, 2017 912 TWELFTH STREET, GOLDEN, CO 80401 303 279-6418 FAX: 303-279-9586 TABLE OF CONTENTS SCOPE................................................................1 PROPOSED CONSTRUCTION................................................1 SITE CONDITIONS......................................................1 SUBSURFACE CONDITIONS................................................2 FOUNDATION DESIGN SPECIFICATIONS.....................................3 DRAIN SYSTEMS........................................................5 FOUNDATION BACKFILL..................................................5 INTERIOR FLOOR SLAB CONSTRUCTION.....................................5 LAWN AND LANDSCAPE IRRIGATION ............. .....................6 INSPECTION AND CONSULTATION..........................................7 FIGURES TEST HOLE LOCATION PLAN__________________ LTTrr1DD 1 TEST HOLE LOG........................................................2 SWELL CONSOLIDATION TESTING..........................................3 PROJECT NO. 17-10635 August 3, 2017 Page 1 of 8 SCOPE A geotechnical and geological engineering investigation was conducted at 4065 Saulsbury Street, Wheat Ridge, Colorado, to determine foundation design criteria and interior floor system recommendations for a proposed addition to a single family residence. Recommendations for design and construction, based on soil and groundwater conditions, are provided. This investigation does not include evaluation of soil or groundwater for the presence of pollutants or other environmental hazards. Conclusions and recommendations presented herein are based on results of a field and laboratory investigation, other investigations conducted by this firm in the area and experience with similar projects and conditions. PROPOSED CONSTRUCTION Plans call for constructing a living space addition on the west side of the house. The addition will be one story over crawl space or slab -on - grade. A wood frame superstructure will be supported by a new reinforced concrete foundation and the existing foundation. SITE CONDITIONS The site is in a fully developed residential subdivision in the city of Wheat Ridge, Colorado. The surface in the general vicinity slopes to the north at gentle to moderate grades. The surface within this lot is relatively flat. Vegetation consists of shrubs, trees, sod and groundcover plants typical of landscaped residences in the area. PROJECT NO. 17-10635 August 3, 2017 Page 2 of 8 The only apparent geologic hazard that may affect the proposed construction is shallow groundwater. Recommendations for mitigating this hazard are presented herein. SUBSURFACE CONDITIONS Subsurface conditions were investigated by drilling two foundation design test holes as close as practical to the anticipated building envelope. Test hole locations are shown in Figure 1, Test Hole Location Plan. The test holes were drilled to a depth of seven and 25 feet and samples were taken at various intervals based on anticipated foundation bearing depths and materials encountered. The seven foot hole was drilled to obtain additional shallow samples for laboratory testing. The litho - logic log and Standard Penetration test results are shown in Figure 2, Test Hole Log. Soils have been deposited by wind and low energy stream flow. Test Hole 1 (TH-1) encountered approximately five feet of fill overlaying a medium coarse to coarse-grained, loose sand to the total depth investigated. Fill is the result of a below -ground swimming pool being removed. Test Hole 2 (TH-2) encountered four feet of very fine to fine-grained silty sand overlaying a medium stiff clay to the total depth investigated. Detailed soil descriptions are presented in the test hole logs on Figure 2. Bedrock was not encountered during drilling operations. Bedrock has been mapped by the U.S.G.S. as the Denver and Arapahoe Formations. The Denver and Arapahoe Formations consist of interbedded sandstones, siltstones, claystones, shales and conglomerates. Bedrock contacts are gradational. Detailed soil and bedrock descriptions are presented in the PROJECT NO. 17-10635 August 3, 2017 Page 3 of 8 Test Hole Logs on Figure 2. Bedrock will not affect foundation design or performance due to soil depth and groundwater. Swell -consolidation testing was conducted on two representative soil samples from depths of three and six feet. Test results indicate that the soils at, and below, foundation bearing depth have no swell potential. Each soil sample tested consolidated 0.4 percent when saturated under a constant load of 1000 psf. Detailed test results are presented in Figure 3, Swell -Consolidation Test Results. Groundwater was encountered at a depth of five feet below existing grade during drilling operations in TH-1 and TH-2 remained dry during drilling operations. Free water remained at a depth of five feet below existing grade in TH-1 and TH-2 remained dry when checked 17 days after drilling operations. Groundwater appears to be part of localized perched water tables on top of the bedrock. Groundwater shallow enough to affect foundation drainage requirements, foundation construction, and foundation depth is possible. Top of interior floor elevation should be a minimum of three feet above the seasonal high groundwater table. Available information indicates the high water table is at approximately 5 feet in some locations on the property. Groundwater conditions can be better evaluated during construction by observing the foundation excavation. FOUNDATION DESIGN SPECIFICATIONS The foundation can be supported on continuous spread footings designed for a maximum contact pressure of 1500 psf. Maximum contact pressure shall be calculated using full dead load plus full live load. PROJECT NO. 17-10635 August 3, 2017 Page 4 of 8 Footings shall be constructed on native soil that is smooth, even and free of loose soil, rocks and debris. Footings shall not be constructed on frozen or saturated soils. The existing fill placed after the removal of the below -ground swimming pool appears to be placed in an uncontrolled manner. Uncontrolled fill may have variable characteristics and is not suitable for foundation support. All existing fill must be removed from the excavation and replaced with moisture -treated and compacted structural fill. The following procedures and guidelines shall be followed if removal of uncontrolled fill is needed: 1. Remove all fill within the building footprint until native soils are encountered. The excavated area shall extend laterally a minimum of four feet beyond the foundation perimeter. 2. Scarify the bottom of the excavation to a depth of 12 inches, moisture -treating and compacting soil as specified in Item 4, below. 3. Add suitable structural fill to bring the excavation to the required elevation. Fill shall be approved by a representative of this office prior to use. On-site materials may be suitable if properly moisture treated. 4. Fill shall be placed in maximum 12 -inch -thick loose lifts, moistened to within zero to plus 3 percent of optimum moisture content, as defined by ASTM D-698 (standard Proctor), and compacted to a minimum 95 percent of maximum density, as defined by ASTM D- 698. Thinner lifts may be necessary depending on equipment used. 5. Foundation support soil over -excavation and replacement should be observed and tested by a representative of this office to verify proper placement and compaction. Foundation walls shall be designed to withstand an at -rest lateral earth pressure of 50 lb/cu-ft/ft. An equivalent fluid pressure of 250 pcf/ft may be used for passive lateral soil pressures. PROJECT NO. 17-10635 August 3, 2017 Page 5 of 8 DRAIN SYSTEMS A foundation drain system is not required for the soils present and the type of construction proposed. Foundation drain system recommendations and specifications can be provided if plans change to include habitable below -grade space. FOUNDATION BACKFILL Backfill placed against foundation walls shall be free of trash and fragments of rock over six inches in maximum diameter, moistened and adequately compacted to prevent excessive settlement. Walls should be a minimum of seven days old prior to backfilling. Walls over four feet high should have the floor system in place or be well braced prior to backfilling. Controlled puddling should not be used. The ground surface shall slope away from the foundation. A minimum grade of 10 percent (one foot in ten) shall be provided within 10 feet of the structure, or as far as property boundaries permit. The owner should periodically inspect the surface around the foundation to locate and correct grading problems that may occur due to normal foundation backfill settlement. INTERIOR FLOOR SLAB CONSTRUCTION The builder and/or owner should be aware that concrete floor slabs placed on native soil or bedrock may move if support materials become wet. One means of preventing slab movement is construction of a suspended floor over crawl space. Expansion potential of materials at, and below, interior floor slab bearing depths indicate there is a very low risk of significant floor slab movement. The following procedures will help improve slab performance, minimize movement and prevent damage if some risk of movement can be tolerated: PROJECT NO. 17-10635 August 3, 2017 Page 6 of 8 1. Subgrade should be prepared based on the soil type encountered. Granular soils should be wetted and thoroughly compacted prior to slab placement. The surface should be thoroughly wetted 24 hours prior to slab placement. 2. A minimum four -inch -thick layer of 3/4 -inch washed gravel or crushed rock should be placed beneath the slab. Rock should be covered with a minimum six mil impervious vapor barrier. A four - inch -diameter PVC conduit should be provided through the slab into the gravel layer near the mechanical system to provide for future mechanical ventilation, if necessary. 3. Concrete slabs should be reinforced with steel mesh and should be separated from all bearing members and utilities to allow independent movement (i.e., a "floating slab"). 4. Joints should be scored in the slab at maximum 200 -square -foot areas. 5. A minimum void space of 1-1/2 inches should be constructed above or below any non-bearing partition walls. In finished areas, furring strips, drywall, paneling, etc., should stop a minimum of two inches above the floor. 6. Piping should not be placed under the floor slab if hot water heating is used. If forced -air heating is used, a flexible connection should be utilized to allow some movement between the furnace and the heating ducts. 7. Flexible connections should be used on all mechanical systems placed on floor slabs. All plumbing which extends below floor slabs should have flexible connections and allowance for movement with the slab. 8. Foundation drain systems and landscaping should be completed in strict compliance with recommendations outlined herein to help prevent wetting of slab support soils. LAWN AND LANDSCAPE IRRIGATION Lawn and landscaping irrigation should be designed and controlled to prevent additional wetting of subsoils. Automatic sprinkling systems should be placed so that, under full pressure, spray does not fall within five feet of foundation walls. Drip or mist irrigation systems PROJECT NO. 17-10635 August 3, 2017 Page 7 of 8 should not be placed within five feet of foundation walls. Installing any portion of the irrigation system within five feet of walls should be avoided. Decorative landscape, such as rock and/or bark should be used in areas next to foundation walls. Vegetation planted within five feet of foundation walls should be hand watered and this watering should be minimized. Downspouts and sillcocks should not be allowed to discharge directly on the ground surface. Splash blocks and/or downspout extensions should be used to discharge water beyond foundation backfill where backfill soils are not covered by pavement and/or sidewalks. The owner is encouraged to read A Guide to Swelling Soils for Colorado Homebuyers and Homeowners, Special Publication No. 43, available from the Colorado Geological Survey. Recommendations contained in the report are applicable to all residential construction in the Denver area, regardless of soil expansion potential. INSPECTION AND CONSULTATION In any subsurface investigation it is necessary to assume conditions encountered in the field investigation are representative of the site. Actual conditions may differ from anticipated conditions. Subsurface conditions should be verified through visual inspection of the foundation excavation by a representative of this office prior to construction. Footing forms and reinforcing steel placement in foundation walls should also be inspected to insure compliance with these recommendations and engineered foundation plans. PROJECT NO. 17-10635 August 3, 2017 Page 8 of 8 We are available to discuss the contents of this report with you. Please contact us if you have questions or when further consultation or inspections are required. TEST HOLE LOCATION PLAN 4605 SAULSBURY STREET WHEAT RIDGE, COLORADO -- -- ----- -- F_ I /OTH-1 / TH �*2 / EXISTING / SINGLE-FAMILY / RESIDENCE I I � I APPROX. ENVELOPE OF REMOVED POOL I I I DRIVE EXPLANATION • TH -1 FOUNDA11ON DESIGN TEST HOLE Test holes are located using taping and map measurement. Locations should be considered accurate only to the degree implied by the method used. 20 10 4 20 SCALE: 1" = 20' BUILDING LOCATIONS ARE APPROXIMATE eAP-M& PROJECT N0. 116;m� 17-10635 COMPLETE ENGINEERING SERVICES FIGURE 1 l w E,4 TH-1 0 — 17 5 — 10 — 15 — 20 25 EXPLANATION: TEST HOLE LOGS APPROXIMATE TH-2 — — — GROUND SURFACE— — — —0--m - r 313/12 —-0.4% 5/12 ] S—C 5 — 17/12 13/12 ] S—C — —0.4% DRY ® 17 3/4/7 2/12 ® FILL; Clay, sandy, concrete debris, med. stiff moist, brown, (CL). M" SAND: very fine to fine grained, silty, loose, moist, brown, (SM—ML). ® CLAY; med. stiff, moist, light—brown, (CL). ElSAND; medium to coarse grained, gravelly, clay lenses, loose, wet, brown, (SP). 13/12 Indicates location of standard penetration S—C test. Indicates 13 blows with a 140 pound 0.0% hammer falling 30 inches were required to drive a 2.5' diameter sampler 12 inches. S—C indicates sample tested for swell— consolidation potential & percent swell (+) or consolidation (—). ]9/12/11 Indicates location of standard penetration test. Indicates number of blows with a 140 lb.hammer falling 30 inches required to drive a 2.0" diameter sampler successive 6" intervals. Indicates approximate location of boundary between lithologic units. Transition may be gradual. .17 Indicates depth to water measured at given number of days after drilling. DRY ® 17 Indicates no groundwater present at time of drilling. em—M& PROJECT N0 17-10635 COMPLETE ENGINEERING SERVICES FIGURE 2 3 0 2 cn z a 1 x w 0 bt 1 0,14 O t= 0 3 O N z 4 O 0 3 z 2 0 N z a 1 x w 0 bt 1 2 z O F 0 3 J O N z 4 O 0 SWELL -CONSOLIDATION TEST RESULTS MOISTURE CONTENT: 17.1% UNIT DRY WEIGHT: 108.6 pcf DESCRIPTION: Sand, silty, brn FROM: TH-2 AT 3 FEET I I i I X H � PRESSSURENDER CONSTANT DUE TOWETING 0.1 1.0 10 100 APPUED PRESSURE (ks f) MOISTURE CONTENT: 19.0% UNIT DRY WEIGHT: 107.9 pcf DESCRIPTION: Clay, sandy, brn FROM: TH-2 AT 6 FEET CONSOL UNDER CONSTANT PRESSURE DUE TO WETTING 0.1 1.0 10 APPUED PRESSURE (kso e� �� PROJECT N0. � 17— 10635 COMPLETE ENGINEERING SERVICES m FIGURE 3 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: i ❑ No one available for inspection: Time "AM/PM Re -Inspection required: Yes i No When corrections have been made, call for re -inspection 4 '103 -234-5933 �- Date: `Insnectnr•- DO NOT REMOVE THIS NOTICE City of Wheat Dari Plan # COMMUNITY DEVELOPMENT Building & Inspection Services Division Permit# 7500 W. Ave., Wheat Ridge,,C0 3 Office- 303-235-2855 Fax: 303-237-392 Inspection .in33_-533 Building Permit pplic4:ij�o�n r. • Property Address"City, State, Zlp. ;. t r I Bri A :n l t i G ;: t4 , .' tt MMWkkiMMMWJFkxe wa i 1 y CIRCLE ONE, (0 E -RUNT NAME: SIGNATURE L TV)�) L YLO Vuhi JT- 4V ( 1 12qq 200 op Sor -u INSm4k °! 1 k )N RECORD Occanancv /Tvl2e INSPECTION REQUEST LINE: (303) 234 -5933 �� Inspe tions will not be performed unless this card is posted on the project site. Call the inspection request line before 3:00 p.m. to receive an inspection the following business day. Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Initials Comments Monolithic Slab Reinforcement Caissons Concrete Encased Ground (CEG) Footing /Stemwall P.E. Letter Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground /Slab Inspections Date Inspector omments Comments Electrical (Underground) Sewer Service (Underground) Water Service (Underground) Plumbing (Below / In -slab) Heating (Below/ In -slab) Do Not Cover Underground or Below /In -Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector omments Comments Wall Sheathing Roof Sheathing Lath / Wall Tie Rough Electric Rough Plumbing Rough Mechanical Gas Piping Do Not Proceed Without Approval Of Above Rough Inspections Rough Framing Insulation Drywall screw/ Nail Final Inspections Date Inspector Initials Comments Final Electrical Final Plumbing Final Mechanical Roof Final Building / Frame 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. Fire Inspection / Fire Protection Dist. * *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. occupancy Is not vermitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather E .ion ❑ No one available for inspection: Time Re- Inspection required: Yes �o *When corrections" have been made, call for re -in w- Date: Y � fit` Inspector: lk , r DO NOT REMOVE THIS N DICE f ♦ i CITY OF WHEAT RIDGE f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type �, ¢. i Tom_c >� f Job Address 4 5 c Permit Number 1 4/- c - ❑ No one available for inspection: Time AM /PM Re- Inspection required: Yes o E, * When corrections have been made, call for re- inspection at 303 -234 -5933 ate: >j /' ae: I t // // nspecor: f / , DO NOT REMOVE THIS NOTICE S ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number ! i / > 5 El No one available for inspection: Time AM /PM Re- Inspection required:. No "When corrections have been made, call for re- inspection at 303 - 234 -5933 E i Date: / /i's�/ Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge � Residential Electric PERMIT - 111294 PERMIT NO: 111294 ISSUED: 10/24/2011 JOB ADDRESS: 4605 SAULSBURY ST EXPIRES: 10/23/2012 DESCRIPTION: 200 amp service change * ** CONTACTS * ** owner 303/885 -3964 Dam Cupit sub 720/434 -4561 Kevin Waser 02 -1984 Spotlight Electric ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0009 BLOCK /LOT #: 0/ Conditions: Must comply w/ 2006 IRC & 2005 NEC. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities red within this document as parties to the work to be performed and that all work to be performed is disclosed in this do ent and /or its' accompanying approved plans and specifications. Si nature of OWNER or ONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 �f any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to fipld /jns�6tion. Building uttical Date INSPECTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Cit of Y heat e COMMUN[T1. DEVLLOPAAENT Building & Inspection Services Division 7500 W. 29" Ave., Wheat Ridge, CO 80033 City of Wheat Ridge Residential Roofing PERMIT - 110910 PERMIT NO: 110910 ISSUED: 08/02/2011 JOB ADDRESS: 4605 SAULSBURY ST EXPIRES: 08/01/2012 DESCRIPTION: Reroof 22.75 sqs with GAF /ELK Timberline HD shingles * ** CONTACTS * ** OWNER 303/885 -3969 Professional Real Estate sub 303/420 -0986 Dan Cupit 06 -0114 Professional Roofing, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0009 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 12,800.00 FEES Permit Fee 251.85 Total Valuation .00 ,)S( Use Tax 230.40 ** TOTAL ** 482.25 Conditions: 6 nails per shingle is required. Ice dam membrane is required from eave edge to 2' inside exterior walls. Board sheathing with any gap greater than 1/2" requires panel sheathing overlay on entire roof. Sheathing inspection is required prior to covering. Contractor shall provide ladder for inspections. Scheduled inspections that cannot be performed due to inclement weather must be cancelled prior to 8:30 a.m. on the day of inspection or a re- inspection fee will be assessed. Subject to field inspection. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this do ment as parties to the work to be performed and that all work to be performed is disclosed in this documeV and /or its' a mpanying approved plans and specifications. 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all 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 ins tion. Sign atu ief Building Offical Date INS CTION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. oF " City of Wheat Ridge Building Division m 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 -235 -2855 * Pax: 303- 237 -8929 o Inspection Line: 303 -234 -5933 O<O R PO Building Permit Application Property Address: Property Owner (please print): Mailing Address: (if different than property address) Address: - 7S7)(a �(�h�l� C City, State, Zip:: J CF�j Contractor: 7 //x 44 Date : Plan #: Permit #: l / Q _ :3O(06 Contractor License #: tQ Phone: 303"CI,90- Saab Contractors: Electrical City License #: Company: Plumbing City License #: Company Mechanical City License #: Company: Exp. Date: Exp: Date: Exp. Date: Approval: p Approval: Approval: Use of space (description): KOc) Construction Value: $ /oar 8 Description of work: V (as calculated per the Building Valuation Data sheet) Td r Q 6 a `� 2l� e/S �j df n mr-' d Plan Review (due at time of submittal): $ ,dh CK [leek ,Z // 64 44 %uLa/7Cc Pubiirl. Sq. Ft. /L.Ftadded: Squar 7 -'� BTU's Gallons Amps OWNERICONTRACTOR 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 the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) PERSONAL REPRE ATIVE of N€.R) (CONTRATOR) PRINT NAME: R>04Crt'n, 7 V avY1G SIGNATURE: Date: &jo3 ksoI DEPARTMENT USE ONLY ZONING COMMENTS - Zoning: Reviewer: - - 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 PHONE ~ DEPARTMENT OF COMMUNITY DEVELAPMENT JOB ADDRESS CONTRACTOR ADDRESS CITY ~ BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. ONLV WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL7W. ZPLICATION FOR MiSCELLANEOUSPERM1T OWNER ~ ~9R~. ,r ~ ✓ ~AI/{'~JL lC'~ ~°~'✓1 / IZ~y,qy~ e•.NC tSdA /l ADDRESS."e7"6Z{ P~N / 719 ZVr< ' t Gti ZIP CODE - " LICENSE NO. PHONE ZIP CODE :ONTRACT PRICE $ GC.) 1. TYCE Ground❑ Woll❑ Proisctinp❑ Othsr SaDFeee_ 2. MATERIAL Total Sauon FNt SIGNS 3. ILIUMINATION Yee❑ No❑ TYGe 4 SET BACN FROM PROPERTY LINE N- S__ E_ V (speeitywnionisfront) ❑ ❑ ❑ INSPECTION 71CKET 1. TYPE Solido Mon Than 80% ODan❑ Lost MATERIAL FENCES 3. SET BACK FROM PROPERTY LINE N_ S__ E__ V (SDecify whieh is front) ❑ ❑ ❑ I. OTHER 2 3. - 1~ JOB ADDRESS ~60 S".~YL DATE: S--°) o BLDG. PERMITM IRI (ol PERMITN DRAW SKETCH OR SHOW BELOW,THE FENCE,SIGN,OR OTHER STRUCTURE,C BLDG. CONTR.~~ (SETBACKS OR PROJECTIONS INCLUDED) SUBCONTRACTOR DATE INSP. REO._;~.'a/ TYPE OF INSP. INSPECTION MADE~ REMARKS u.a-w~_ ~ G-~- ~ STREET NAME .G(M-u.TaGQ-m( SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES,STREET! W.R. FORM 13-111,6" ~ DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. L~0_~ ~-79-`/ APPLICATION FOR PLUMBING; EIECTR' CL THIS APPLICATION WILI BECOME A PERMIT TO PERFORM THE INDICATED W( xomt wu i craac f,0 neVS FROM MTE OF ISSUANCE ! N. ELECTRICAL PERMIT MBING PERMIT MECHANICAL PERMIT STATE LICENSE N0. SE N0. MNAREUNDERSIZEBIILEGAL ALUMINU IST 2N0 3R0 4TH FLOOBSM j NQ Fl1EL-CirchOMCwF011Propu~f.oalEl Solm ~.~p WATE FORCED AIR - BTU TEMPO RARY METER WASH HOT WATER - B1U NEW SERVICE - AMPS BATH STEAM BtU CHANGE SERVICE-AMPS SHOW AIR CONDITIONING-BN LIGHTING SINK OTHER HEATING GARBAGE OISV REFRIGERATION SYSTEM POWER SUB-CIFCUITS WATER HEATER Ra}ri erant Goup UTILITY(RANGE,DISPOSEF,ETC.) AUTO. WASHER Pa+nds CMr s DISH WASHER AUTOMATIC SPRINKLER SYSTEM FI%TURES WIRING MOTOF25 9 CONTROLS FLDOR DRAIN ELEVATOR SIGN$ URINAL TRANSFORMERS 9 RECTFIERS SEWERS ADDITION TO OlD WORK OTHER MOTORS OVER I HP TOTAL FI7CTURES I nereby ocknowledqa thot this applica- PERMIT FEE . B-f/ tion i6 Correcf ond underatond fhaf i USE TAX connof ttart this projett until this aDPli- cotion is apOroved. I sholl tomply with TOTAL FEE $ fhe lowa of 1he Stote of Colorodo ond 10 ths Zonina ReQulatlons and Buildinp QP~ED Code ofthe City of Wheaf Ridqe. Any violotion ot the above terms will couse CHIEF BUILDIN NSPECTOR, City of Wheat Ridqe immediate revocation of this permit. Date Issuad_:':~~`~ ~OOlieanb Sipnotur~ PERMIT N0. YYI q a t~ / 816 iT VALID UNLESS ~ CALL 237-8944 EXT. 255 24 HOURS IN ADVANCE FORINSPECTIONS