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HomeMy WebLinkAbout11740 W. 45th PlaceA CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office J INSPECTION NOTICE Inspection Type: Job Address: Permit Number: -1 No one available for inspection: Time AM/PM Re -Inspection required: Yes No 'When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTIJ;j� Inspection Type: l Job Address:! F Permit Number: ; ❑ No one available for in Re -Inspection required: 1 When corrections are complete, nspe M M . A. Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE u No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: It q 1 Permit Number: i C) f ❑ No one available for inspection: Time1 U0 u AM/PM Re -Inspection required: Yes�No When corrections are complete, schedule re -inspection online. Date: 1 A � , Inspector: ` DO NOT REMOVE THIS NOTICE y�c T o w o r ECONOMIC ENERGY EEEICIENCY January 28, 2021 11740 W 45th Place Wheat Ridge CO 80033 Re: Duct leakage test for 11740 W 45th Place To whom it may concern: E3 Power performed a Duct leakage test on the above mentioned building on January 28, 2021 at 1:00 PM. The total duct leakage measurement was 61 CFM @-25 pascals. The duct system meets the air tightness requirement of 4 CFM per 100 square feet of area served and is compliant with code. Please let me know if I can be of further assistance to you. Sincerely, Jessica W. Kurela (e3 power) 303-292-1233 Building Analyst (BPI) Jessica Digitally signed by Jessica W. weKurela Date: Kurela 2021.01.28 15:27:25 -07'00' 303,292.1233 120.201.0946 B3powor.BBt , OrrIOE [AM WEB i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: 7 No one available for inspection: Time - AM/PM Re -Inspection required: Yes No when corrections are complete, schedule re -inspection online. Date: Inspector: DO NOT REMOVE THIS NOTICE ♦6A Inspection Type: Job Address: Permit Number: CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections are complete, schedule re -inspection online. Date: Inspector:_ DO NOT REMOVE THIS NOTICE Z Cilvof � '' W heat I ic��c f.tIAt.tilliti[15 FOR OFFICE USE ONLY Approved by: Inspector Date City of Wheat Ridge Municipal Building 7500 W. 29`''Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 FOUNDATION SETBACK AND ELEVATION CERTIFICATION For Commercial and Multi -Family Developments This form must be fully completed by a Professional Land Surveyor licensed in the State of Colorado. This form asst be accompanied by a Construction. Control Plan following the procedure found on the reverse side of this form. DATE: 12/22/2020 11740 W 45th P1 202000891 PERMIT# 202000891 ADDRESS: 11768. 11764. 11758.11752.11746. 11740 West 45th Place LOT 13-18 , BLOCK_L____,_Clear Creek Terrace SUBDIVISION SURVEYOR: I hereby certify that the elevations and distances shown on the attached sheets and as stated below for the recently formed or constructed structural foundation for the above property have been measured by me or directly under my supervision. The MINIMUM SETBACK DISTANCES from the property lines have been determined to be: FRONT: 5.5' REAR: 5.0' SIDE: 0' SIDE: 0' The foundation corner ELEVATIONS (NAVD88) have been determined to be: FRONT: 5413.10' REAR: 5413.14' SIDE: 5413.10' SIDE: 5413.10' All measurements have been determined on the following location: (Check only one): X Top of proposed foundation wall prior to placement of concrete Top of foundation wall subsequent to placement of concrete The setback and elevation measurements are included on the attached Construction Control Plan. Signed _ l mal Surveyor DPD 0 1_ /CFy Print Thomas M. Girard PLS 38151 8151 o 1/6 Date 01/06/2021 NAC L NO wNviv i.wbeatridhe.eo.us Rev 1112018 W W Z W J N � W a W N TOW DESIGN ELEV=5411.50- TOW DESIGN ELEV-5410.75 GRATE ELEV = 5411.20 BOW DESIGN ELEV=5407.50 BOW DESIGN ELE"-"^^ " INV IN (W) = 5408.29 Tow AB ELEV = 5411.43 i TOW AB ELEV = 5412.04 INV IN (S) - 5408.9 BOW AB ELEV = 5407.48 BOW AB ELEV = 5410.08 INV OUT GRATE = AB 5407.8' ELEV = 5411 91' OW DESIGN ELEV=5411.67 INV IN (W) AB = 54f1R R9 -'OW DESIGN ELF""` • ELEV = 5410.69 13 INV IN (S) AB = 5408.39 TOW AB ELEV = 5417 OF BOW AB ELEV = 5410.34 0 o d. GRATE AB ELFV = 541 n 67 Uj W _ 5408.05 e� e� INV OUT AB = 5408.33 oV o0 DESIGN = G' LU TOW utsicn tLjeV=5411.50 J D SIG13 = in'F d_ ao o= a A DIST 10' BOW DESIGN ELEV=5407.50 �CD W F o�Lq�o Tow AB ELEv = 5411.43 JH mWo Mo A3� 0 BOW AB ELEV = 5407.48 D BW ESIGIN EL BW B E EV 5411.56' v B ELEV 5411.53' W 541 DESIGN ELEV=5412.40 CUJ AB ELEV = CDLO z U GN DESIGN SETBACK Z DIST = 12' AB DISTANCE = 0' LU BW DESIGN ELE"-"'^^'- BW AB ELEV = 5412.89' FW AB ELEV = 5412.80' E • ELEV = 5410.69 13 N = 5408.34 F CA INV OUT = 5408." 0 o d. GRATE AB ELFV = 541 n 67 Uj W INV IN AB = con❑ p INV OUT AB = 5408.33 oV o0 DESIGN = G' LU AB DIST = 5.5' J D SIG13 = in'F d_ ao o= a A DIST 10' 7 7 D 7 A D \ o TOW DESIGN ELEV=5411.50- BOW DESIGN ELEV=5407.50 TOW AB ELEV = 5411.43 B LEV = 5407.56 - 541 J14 BW DESIGN ELE"-R"'n ee BW AB ELEV = 5412.98' FW AB ELEV = 5412.91' BW DESIGN ELEV=5412.86 BW AB ELEV -5412.86' FW AB ELEV = 5412.83' DESIGN ELE AA_G-F\i TOW DESIGN ELEV=5412.00- BOW DESIGN ELEV=5407.50 TOW AB ELEV = 5411.96 BOW AB ELEV = 5407.52 INV ELEV = 54m Sn INV AB ELEV = 5407.28 FL DESIGN ELEV=5411.01- rL AB ELEV 5410.35 rL DESIGN E V=5411.54 o rL AB ELEV 5411.53 °1 1 TOW DESIGN ELEV=5411.50 BOW DESIGN ELEV=5407.50 Tow AB ELEV = 5411.44 Bow AB ELEV = 5407.55_ ° rL AB ELEV = 5412.03 tGRA ELEV = 5411.60 TOW DESIGN ELEV=5411.50 = 5408.67 BOW DESIGN ELEV75407.58 T = 5408.6' " TOW AB ELEV= 5411.48 AB EI r" - Sd11 67 BOW AB EL V = AB = rAnR 77 _ 5407.50 T AB 5408.77 0 D p DSIGN= ° DIST BLDG. W \ D SIGN = in, 3 0� W J \ A DIST = 10' DESIGN FFE=5413.15 - a 0 5413.12' a 5'\ 16 \ BW DESIGN ELF" -"'^^' ° BW AB ELEV = 5413.03' \ �' FW AB ELEV = ^ 5413.01' I 9 z � o 0 \ rL DESIGN ELEV=5411.49 w \ o FL AB ELEV = 5411.77 o \ ° in c~i \ 17 Ir rn BW DESIGN ELE"-M"'Z'^ \ BW AB ELEV = 5413 03' p W \ FW AB ELEV = 5413.01' °a. D SIGN - in, F ` A DIJT - 10' a^ 0 GRATE ELEV - 5411.30 a INV OUT = 5408.91 GRATE AB ELEV\= 5411.33 INV OUT AB = 54Ub.91 18 DESIGN = mo% 7 TOW DESIGN ELEV--5411.50 AB DIST = BOW DESIGN ELEV=5407.50 5.5' DESIGN ELEV=5411.62 Tow AB ELEV = 5411.44 AB ELEV= 5411.64 D Bow AB ELE V = 5407.60 � \ I DESIGN ELEV-5412.09 DESIGN ELEV=5411.38 AB DISTANCE - 0' AB ELEV = AB ELEV = 5411.38 DIST = 12' DESIGN SETBAG.. 0' • p DES GN =5413.15 -J D AB LEV = h 5412 DEIGN AB ELE = 5411.35 D D rL PESIGN ELEV=S�tn_st D WA i171 n� 7D �I/ D FL AB ELEV 5410.80 o00 7 I BWDDESIENy LEv=sat9 to / AB 5412.08' FW AB ELEV = 5412.07' D IL DESIGN ELEV=5411.14 FL AB ELEV = 5411.09 BW DESIGN ELEV=5411.64 BW AB ELEV = FW AB ELEV = rL DESIGN ELEV=5411.05 rL DESIGN ELEV= 411.21 ITL AB ELEV = 5411.05 Li AB ELEV = 5 10.75 E DESIGN ELEV=5410.70 ITL AB ELEV = 5410.73 rL DESIGN EELEV=s4+noa FL AB ELEV, -5411 .10 -� D IGN ELEv=Sato 7-,; ITL B ELEV 5410.77 ---- i--\ -__ ELEV=54,.�-- ELEV - 5410.82 / MATCH LINE (SEE SHEET 6) TOW DESIGN ELEV=5411.50 BOW DESIGN ELEV=5407.50 Tow AB ELEV = 5411.46 BOW AB ELEV = 5407.54 TOW DESIGN ELEV-5412.00 BOW DESIGN ELEV=5407.50 TOW AB ELEV = 5412.04 BOW AB ELEV = 5407.48 TOW DESIGN ELEV=5412.00 BOW DESIGN ELEV=5407.50 TOW AB ELEV = 5412.00 BOW AB ELEV = 5407.49 TOW DESIGN ELEV=5411.50 BOW DESIGN ELEV=5407.50 TOW AB ELEV = 5411.44 Bow AB ELEV = 5407.58 TOW DESIGN ELEV=5412.00 BOW DESIGN ELEV=5407.50 TOW AB ELEV =5411.99 BOW AB ELEV =5407.43 10 0 10 10 20 ( IN FEET ) 1 inch = 10 M M Z O 00 Q W J CUJ W CDLO z U Z C LU J °3 rny E Ujd N aim a- F cc 0 o ACD Uj W C 0 3 p oV o0 W LU 3 0.)� J N d_ ao o= a Q �CD W F o�Lq�o JH mWo Mo A3� 0 o__EEE o ao (D cn 0 W Q O Y V m of Q mz WJ Qom W o _ 0o Cn co co_ W Z O Ui v ii J = O O O NOTES: Z O 00 Q W J CUJ W d z VJ Z rrj H CD LU J OAC WZ Ujd 2. ALL SHOTS ON SIDEWALKS SHALL BE COMPRISED OF TWO (2) SHOTS TAKEN F i V N Uj W Z p 0 W V F J N CROSS -SLOPE) AT APPROXIMATELY 100 -FOOT INTERVALS. Q � F JH p V N Q O J V SHOWN. Y V m of Q mz WJ Qom W o _ 0o Cn co co_ W Z O Ui v ii J = O O O NOTES: � D O 00 W CUJ 1. ALL ADA RAMPS SHALL BE SHOT AT THE TOP AND BOTTOM TO ENSURE J W v z GRADES MEET ADA REQUIREMENTS. rrj H CD LU I- ofc 2. ALL SHOTS ON SIDEWALKS SHALL BE COMPRISED OF TWO (2) SHOTS TAKEN 0 DIRECTLY ACROSS FROM ONE ANOTHER TO ASSURE ADA COMPLIANCE (G2% N CROSS -SLOPE) AT APPROXIMATELY 100 -FOOT INTERVALS. 3. ALL CURB AND GUTTER SHOTS SHALL BE IN THE FLOWLINE AT THE LOCATIONS Q _ J z SHOWN. F Q Q W ~ ~ o 4. ALL BUILDING FOUNDATIONS SHALL BE SHOT ON THE EXTERIOR CORNERS OF m m m .Q 0 THE FORMS, AND ONE FOUNDATION SETBACK AND ELEVATIONS CERTIFICATE � U) D � SHALL ACCOMPANY THE CCP FOR EACH BUILDING. Q o F o Z To request marking of underground facilities LL N U ,C/ Q U 0 1 ® z i W °' °' 1 2 Knowwhat's below. Call before you dig. 0 � 0 N C ( m ] Call 811 or visit cal1811.com N ? o U for more information CO 1-- 0 It is the contractor's responsibility to contact � N �o z UNCC a minimum of 2 days prior to the start construction operations. Dewberry J3 Engineers, Inc. claims no D ����n T�� PRELIMINARY � responsibility for the underground facilities 1^1W^lll depicted in this plan set. 1�\�I NOT rOR BASIS OF BEARINGS: BEARINGS DHOWN HEREON ARE BASED UPON THE EAST LINE OF THE NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M. WHICH BEARS N003120 W BETWEEN THE MONUMENTS SHOWN HEREON, SAID BEARINGS ARE BASED ON NAD 83, COLORADO STATE PLANE COORDINATES, CENTRAL ZONE. m LL SITE BENCHMARK: BENCH MARK "F 412" (PID KK57) m L LOCATED AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND AVENUE, d p 0 AT THE NORTHWEST CORNER OF CROWN HILL PARK, 82.0 FEET SOUTH OF THE E N i; �, d CENTER OF THE AVENUE, 50.5 FT EAST OF THE CENTERLINE OF THE z O m m £ NORTHBOUND LANES OF THE STREET, 50.5 FEET NORTHWEST OF A FENCE, AND w O d m d 00 z 3.3 FEET SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN.m � u W F N Vi C) d C) d ELEVATION = 5557.34 FEET (NAVD 1988) Ii 0 j c a 11740 w 45th pl ® October 9, 2020 Mr. Dan Garcia Mr. Duane Cerniglia 6825 S. Galena Street Clear Creek Terrace, LLC. Suite 314 6143 South Willow Drive, Suite 300 Centennial, C080112 Greenwood Village, Colorado 80111 T. 303 377 6601 F. 303 377 6656 RE: Post -Tensioned Slab -On -Grade Tendon and Reinforcing Observation www ruvengineering con 11740, 11746, 11758, 11764, 11768 East 45" Place Lots 18, 17, 16, 15, 14, 13 Wheat Ridge, Colorado Foundation Plans: Prepared by MNA, Inc. Project Number: CCTTBLDG3 Dated February 20, 2020, Revised July 17, 2020 Structural Plans: Prepared by MNA, Inc. Project Number: 4440TSTH Dated September 10, 2018, Revised July 17, 2020 Attn.: At your request MNA, Inc. conducted several observation of the post -tensioned slab -on - grade foundation at the above referenced address. The foundation was observed on September 24 and October 2, 2020. The soils must be verified by the Geotechnical Engineer of Record. The dimensions and locations of the foundation where not verified during the observation and are the responsibility of the contractor performing the work. The foundation reinforcing and tendons were observed to be in general compliance with the above referenced plans on October 2, 2020. This reportis based on the limited accessibility of the elements and components of the structure at the time of the observation. This report is based on accepted general practice and is limited to the data available to our office. We make no warranty either expressed or implied. No invasive testing or inspections were performed. MNA Inc does not accept responsibility for hidden structural deficiencies not evident during an investigation of this type. Should you have any additional questions or concerns, please do not hesitate to call me at 303-377-6601. Sincerely, MNA, Inc. Gabriel Andrews, P.E. Structural Project Manager Reviewed by: Naim G. Nassar, RE PresidentlCEG STRUCTURAL ENGINEERING - CIVIL ENGINEERING - PLANNING - ARCHITECTURE .� k 4 4 City of Wheat Ridge Single Family - New PERMIT - 202000773 1 PERMIT NO: 202000773 ISSUED: 10/08/2020 JOB ADDRESS: 11740 W 45th P1 EXPIRES: 10/08/207.1 JOB DESCRIPTION: Clear Creek Terrace - New single family townhome with 2 car garage - 1,736 sq ft total (Bldg 3, C -unit) *** CONTACTS *** ZONE CODE: UA / Unassigned OWNER (720)471-9428 CLEAR CREEK TERRACE, LLC / Unassigned BLOCK/LOT#: / GC (720)471-9428 BILL LYONS JR 202068 CLEAR CREEK TERRACE, LLC SUB (720)315-9026 SCOTT WILLIAMS/LESLIE WILLIAMS 080076 ONE CORE ELECTRIC, INC. SUB (303)888-5853 RICHARD KANSTEINER 019302 M&R PLUMBING, INC SUB (303)798--0500 JOE COLLIDA 170685 INDOOR AIR QUALITY INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: / *** FEE SUMMARY *** Total Valuation Plan Review Fee Use Tax Permit Fee Engin. Review Fee ** TOTAL ** *** COMMENTS *** ESTIMATED PROJECT VALUATION: FEES 0.00 120.00 4,104.85 1,751.25 50.00 6,026.10 195,469.00 *** CONDITIONS *** All roughs to be done at Framing Inspection. A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. No C.O. may be issued until public improvements are complete as identified in the Subdivision Improvement Agreement. All landscaping shall be in conformance with Section 26-502 of the Zoning and Development Code. All landscaping shall be installed in accordance with the approved landscape plan prior to C.O., a landscape escrow agreement with financial guarantee in the amount of 125% of the cost of the installation shall be required. City of Wheat Ridge Single Family - New PERMIT - 202000773 PERMIT NO: 202000773 ISSUED: 10/08/2020 JOB ADDRESS: 11740 W 45th P1 EXPIRES: 10/08/2021 JOB DESCRIPTION: Clear Creek Terrace - New single family townhome with 2 car garage - 1,736 sq ft total (Bldg 3, C -unit) 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 theproperty and am authorized to obtain this permit and perform the work described and approved in conjunction with this perit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicablepnd�, or any ordinpgce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief BL91ding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: New Single -Family TOWNHOME UNIT Date: Monday, April 27, 2020 3:12:47 PM New Single -Family TOWNHOME UNIT THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Has the Master Plan Yes been approved for this project? Name of Project CLEAR CREEK TERRACE PROPERTY INFORMATION Property Address - Only enter one unit on this application 11740 W 45TH PLACE Property Owner Name CLEAR CREEK TERRACE, LLC 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" 7204719428 SSUNDBERG@CREEKSIDECOMMUN ITIES.COM CONTRACTOR INFORMATION Contractor or Architect CLEAR CREEK TERRACE, LLC Business Name Wheat Ridge Contractor's License Number (This is a 5 or 6 digit number for the City of Wheat Ridge) 202068 Contractor Phone 7204719428 Number (enter WITH dashes, eg 303-123- 4567) Contact Email Address SSUNDBERG@CREEKSIDECOMMUNITIES.COM for Questions/Comments Retype Contractor SSUNDBERG@CREEKSIDECOMMUNITIES.COM Email Address DESCRIPTION OF WORK Detailed Scope of NEW ATTACHED SINGLE FAMILY TOWNHOME WITH 2 CAR Work - Example: New GARAGE, MASTER PLAN C UNIT, BUILDING 2 single family townhome with 2 car garage - 1,525 sq ft total (Bldg 1, B -unit) Square Footage of New Construction Foundation Plans for Specific Building Elevations of Building Site Plan showing Unit Highlighted Floor plan of Unit Construction Plans scanned on 11'x17" or larger 1736 11740 ELEVATIONS.Ddf Field not completed. Project Value (contract 195469 value or cost of ALL $195,469 Valuation is OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for STEPHEN SUNDBERG Permit Email not displaying correctly? View it in your browser. Permit approved by Engineering , 04/28/2020 David F Brossman, Development Review Engineer A Grading Certification accompanied by an ILC or updated CCP shall be required prior to issuance of the last C.O. for the building. A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Tim Re -Inspection required: Yes( f' When corrections have been made;'sct► I e -inspection online at: hUp✓/www.ci.wheatridge.co.us�r spectio Dat �..Irfspectoi,._ i 1* � 44, , ; CITY OF WHEAT RIDGE! Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:-� Job Address: exnCZ Permit Number: r ❑ No one available for inspection: Ti e--/�M/PM Re -Inspection required: Yes No When corrections have been made, schedule ins ection online at: hUp✓/fvww.ci.wheatridge.co.us inspecti n, � D Inspector: i i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number:+.y� _;i'�.- ❑ No one available for inspection: Time o � - AM/PM Re -Inspection required: Yes Nb When corrections have been made, schedule for re -inspection online at: http://www, ci, wheatridge. co. uslinspection Date:-('(' f I' �" Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: C. Permit Number: C� ❑ No one available for inspection: Re -Inspection required: Yes'(-::VINo _ ) When corrections have been made, httpJ/www.ci. wheatridge.co.uslinspi AM/PM online at. ®e CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: 0 Q L) S )A- P1 Permit (dumber: cti& o C7�> � cr I ❑ No one available for inspection: Time AM/PM Re -Inspection required: YesI�o,,,� *When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge, co, uslinspection Date:, -6 L) Inspector: DO NOT REMOVE THIS NOTICE o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (n P, Job Address: k,-) W x-14 �V-,, -P \ Permit Number: c)�3 0 01 ( N I �,to,t,C 0,-) v21v C;01_1 111-.2 a (, K f . ❑ No one available for inspection: Time I AM/PM Re -Inspection required: Yl � No When corrections have been made, schedule for re -inspection online at: http✓/www, ci. wheatridge. co. ushnspection DateInspector: ®O NOT REMOVE THIS NOTICE