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Home My WebLink About4746 Carr StreetCITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: / c;2-- Job Address: P-- -�i'- Permit Number:s�L��'j/�'� ❑ No one available for inspection: Time Re -Inspection required: YeCs *When corrections have been madfor re -inspection online at: http✓/www.ci. wheatridge.co. uslinspection Date: f')�, `,--,---�> Inspector: ----- DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: Permit Number:y tel✓' -j L'> n ❑ No one available for inspection: Time t� `1�� AM/PM Re -Inspection required: Yeas No When corrections have been made, call for re -inspection at 303-234-5933 Dater .Tb_ 1ULoInspector: �3f- DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Foundation Repair PERMIT - 202000127 PERMIT NO: 202000127 ISSUED: 01/16/2020 JOB ADDRESS: 4746 Carr St EXPIRES: 01/15/2021 JOB DESCRIPTION: Foundation repair, 16 helical piers and 4 smart jacks for beam support. Square footage: 952 *** CONTACTS *** OWNER (303)549-6258 SPRINGER DAVID A JR *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,711.75 FEES Total Valuation 0.00 Plan Review Fee 70.98 Use Tax 77.95 Permit Fee 109.20 ** TOTAL ** 258.13 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IRC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perforin the work described and approved in conjunction with this permit. I further attest hat I am legally authorized to include all entities named within this document as parties to the work to be performetfwan o-brtormed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or R Cir e one) I/ate / 1. This permit was issued based on4he4nfer -on provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit tee. 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 change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief l3uilding Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of' '` `7`l heat �dge comm Y D[VFL.OPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: /�6 PlanlPermit # C !� cw Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: % l b L�`'� r 5►�-� Property Owner (please print): 0G�` �� P� Phone: 3D 3 ��iq� 6 Property Owner Email: Aa,S'�f- q55-5-42 Tenant Name (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: C L I qua V_v Architect/Engineer E-mail: Edi ��` � �G'-t-�� " Phone: 7 2O`Yeld—qY-5-6 Contractor Name: )De -,q. Ir - 54 ( City of Wheat Ridge License #:(-) � 0 /� L2 Phone: �l Z 6 0 -70 7e -f Contractor E-mail Address: 1 Al W O • D e� -r�.c� ac-a�) . Co vv-,- For v` For Plan Review Questions & Comments (please `print):: IS CONTACT NAME (please print): r�6K 1 riC'Jet Phone: ?f `t'_ Z 6 O —% 7a CONTACT EMAIL(p/ease print): �.G�o e� ��5 i-t`�-+1 cc% c✓r� Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 57911" Complete all highlighted fields, if applicable. ❑COMMERCIAL IDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF I va et IA Amps Squares BTUs �'A i CA1�lyGw1 �iGf`� Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) I qt -�7 / /l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perforin the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) (AUTHORIZED REPRESENT ATI ) of (OWNER) (CONTRACTOR) Signature (first and last name): L DATE: d Z� Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: —0� CONSTRUCTION TYPE: V Reviewer: BUILDING DEP MEN C MMENT Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: n I I I l DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF UNIT D-203 4746 CARR STREET DENVER, CO 80227 WHEAT RIDGE, CO 80033 ---- S1-1 1 6 BY: CHECKED BY: 720-440-9450 OWNER: SPRINGER WWW.DLENGINEER.COM MW DL INDEX: S1-1 GENERAL NOTES Af1�za S1-2 GENERAL NOTES r �t1:O 40 � 0 S1-3 GENERAL NOTES / LEGEND Location: -0% j (V Date: 2020-01-12 16:0 Foxit PhantomPDF Vers ��+�'•�.��..•' G\� Ridge 9.1.0 O/lie � cN S2-1 FOUNDATION PLAN S3-1 TYP. HELICAL PIER DETAIL S3-2 TYP. MONO POST DETAIL BUILDER INFORMATION: PEAK STRUCTURAL, INC. 600 17TH STREET, SUITE 2800 S. Denver, CO 80202 1-303-351-7968 General Notes: 1. Construction documents are valid for a single use at the project location and shall not be reused, copied, or reproduced without written approval of the registered design professional in reasonable charge. 2. The contractor is responsible for the methods, means and sequence of all structural erection except when specifically noted otherwise in the construction documents. The contractor shall provide temporary shoring and bracing, providing adequate vertical and lateral support during erection. Shoring and bracing shall remain in place until all permanent members are placed and all final connections are completed. 3. The contractor agrees that, in accordance with generally accepted construction practices, the contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including safety of all persons and property. This requirement shall be made to apply continuously and not be limited to normal working hours. The contractor further agrees to defend, indemnify and hold owner and engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, exempting liability arising from the sole negligence of engineer. 4. All existing sizes, dimensions and foundation damage shall be field verified by the contractor and owner prior to construction. Discrepancies with the construction documents shall be reported to the structural engineer for additional recommendations (if any). 5. Per the owner's request, the contractor shall stabilize the structure only. No attempt shall be made to lift or plumb the foundation wall without approval for the owner and structural engineer. X664 Field Verification: 0, City of 1. Contractor and Owner shall thoroughly inspect and survey existing struc� vei�,aming, etc. which affect the work shown on the drawings. CommuNi n DEvELcwmtN-r 2. Report any variation or discrepancies to the structural engineer before work procapdanutROVED Foundation Design: APPROVED 1. Soil conditions and types shall be verified by a Geotechnical Engin r uri VAL r pliance 2. Follow all recommendations of the Geotechnical Engineer for fou d n e ents 3. All helical piles, push piers, helical anchor tiebacks, wall anchor pon "tare shall installed by supplier, such that they provide the minimum allowable ca act le t @p a rawings. All ftecfties shown on the drawings are unfactored service loads and have not been red uc df live d red ucti ns. 4. All steel for helical piles, push piers, helical anchors tiebacks, 'Waon,*P, WmopprpaMwoJpe1 my wcoy►labono0 connection hardware shall be hot dip galvanized. any of ft Prows— of tAt &'wird colt-oJ go mya,aacea firm p 5. Design of individual and continuous footings is based on a re foot (dead load plus full live load), placed on the natural undisturbed sad" aote6a metwOWROlois"rost depth. Design Criteria: 1. Building code: 2012 IBC, 2012 IRC with City of Wheat Ridge Amendments 2. Dead loads 2.1. Roof 12psf 2.2. Floor 10psf 2.3. Walls 10psf 3. Live loads 3.1. Residential40psf 3.2. Roof 20psf 4. Snow loads 4.1. Roof snow load 30 psf 5. Wind loads 5.1 Exposure Category C 5.2 105 mph 3 -sec gust Matt Weber, P.E. Digitally signed by Matt QaAVN ��CF V•.•� Weber, P.E. DN: O=DL Engineerin Matt Weber, P.E.", S/{�••y E=mweber@dlengin Reason: I am approv r �t1:O 40 � 0 document 52 ly Of 01 WJ �•r%W�heat Location: -0% j (V Date: 2020-01-12 16:0 Foxit PhantomPDF Vers ��+�'•�.��..•' G\� Ridge 9.1.0 O/lie � cN DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF UNIT D-203 4746 CARR STREET DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: SPRINGER ---- S1-2 6 BY: CHECKED BY: WWW.DLENGINEER.COM MW DL Cast -in -Place Concrete 1. All concrete design is based on the "Building Code requirements for Reinforced Concrete" (ACI 318-05/318R-05) All structural concrete shall have a minimum 28 -day compressive strength as follows: 1.1 Footings:3,000psi 1.2 Slab on Grade: 3,500psi 1.3 Foundation walls: 3,000psi 2. Concrete shall be placed on proportioned utilizing Type 1 cement except, concrete exposed directly to soil shall use Type 2 cement. Concrete susceptible to freeze shall be formulated or maximum frost resistance in accordance with the ACI manual of Concrete Practice. 3. Cold weather and or hot weather placing procedures shall be provided, if conditions warrant, as recommended in the ACI manual of Concrete practice. Reinforcing Steel: 1. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. 2. Reinforcing bars shall conform to ASTM A615-79 and shall be grade 60. 3. Except as noted on the drawings, minimum concrete protection for reinforcing shall be in accordance with ACI 318-05/318R-05. 4. No. 5 or larger reinforcing bars shall not be re-bent. 5. Welding of rebar is not permitted unless procedure is approved by the Structural Engineer. Structural Steel: 1. Structural Steel shall be detailed, fabricated and erected in accordance with 2010 AISC Specification for Structural Steel Buildings, and "Code of Standard Practices" 2005. 2. Structural Steel shall be confirmed to the following grades: 2.1 W- & WT- Shapes: ASTM A36, A992 2.2 Plates & Angles: A36 2.3 HSS: ASTM A500 gr B 2.4 Steel Pipe: ASTM A53 gr B 3. All bolts shall conform to the ASTM A325 except anchor bolts which shall conform to ASTM A307. Bolt Size shall be 3/4", unless noted otherwise on the drawings. 4. All welding shall be by a certified welder in accordance with ACIS and AWS specifications and recommendation. Structural Wood framing: 1. Except where noted otherwise, all 2" members shall be Hem -Fir No. 2 and better. 2. Except as noted otherwise, minimum nailing shall be provided as specified in Table No 2304.9.1 "Fastening Schedule" of the IBC. All nails shall be common type, unless noted otherwise. 3. Unless noted otherwise, steel connectors such as those manufactured by Simpson Company, shall be used to join rafters, trusses, joists, or beams to other members at flush -framed conditions. Use maximum number and size of nails indicated in manufactures tables U.N.O. all nails holes shall be filled. 4. All multiple members shall be glued & nailed together. 5. All wood in contact with concrete or exposed to weather, shall be pressure treated Douglas Fir -Larch No. 2 or equal. 6. Structural members shall not be cut for pipes, etc. Unless specifically noted or detailed. Periodic surveys: 1. Periodic surveys of the supported structures should be conducted to assure project success. The Owner should be responsible for annual surveys certifying project success. We would suggest that a baseline survey be conducted immediately. The owner shall submit all findings and Digitally signed by Matt reports to the Structural Engineer.M }} Weber, P.E. " DN:O�IJL Engineering, 2. If vertical movement of the piers is discovered, the piers should be CN=" eber, P.E.", E=mweber ngineer.co re -pressured. A representative of the Geotechnical Engineer should be present to Cbe Reason:lat ving observe the re -pressuring. A final report should be provided b the Geotechnical s this docume� P 9 P P Y location: Dale: 2020-01 08:38 Engineer after observing the re -pressuring. Z, Foxit Phantn' Foundation Stabilization: 0-0 1. Although observed foundation damage typically does not pose an immediate health and hazard risk, delaying mitigation will likely make future repairs more difficult CONAL ttG and costly. Furthermore, it has been our experience that once a structure begins moving, it will likely continue to so (unless action is taken) resulting in further settling, City of :�' ZWheat Ridge Building Division DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF UNIT D-203 4746 CARR STREET DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: SPRINGER ---- S1-3 6 BY: CHECKED BY: WWW.DLENGINEER.COM MW DL heaving, unsightly cracks, doors/widows not functioning properly and possible foundation wall collapse. The extent and aggressiveness of the foundation repairs should be carefully considered by the Owner and will depend on their tolerance for risk, the possibility of future damage, and cost. 2. If the owner chooses to do so the foundation could be stabilized only at visibly damaged locations and areas where movement is concentrated. Although this will address specific situations, it is possible that foundation movements will occur elsewhere. 3. If the Owner chooses to do so, the entire foundation could be mitigated. A general system repair, although more costly, would greatly reduce the risk of future foundation damage and movement. It is our understanding that the Owner would not like to pursue this repair option. Site Drainage 1. We believe that the moisture around foundation elements must be controlled for the useful life of the building. Lack of proper drainage is often a contributing factor to foundation damage observed. It is our opinion that site drainage around the structure must be maintained such that precipitations will quickly drain away. The use of proper slope slabs -on -grade, moisture barriers, swales and surface/subsurface drainage systems are strongly recommended. Extension should be attached to properly function downspouts and roof drains discharge a minimum of 10 feet away from the structure. Site vegetation 1. We believe that vegetation around the perimeter of structures can eventually lead to foundation movements. Vegetation can hold moisture in soil and create excessive pressure on the foundation system. In order to reduce the risk, bushes, shrubs and trees should be carefully removed by an experienced professional. Care should be taken to not further disturb or damage the existing foundation system. 2. Planters and other surface features which could retain water should be eliminated and properly graded to reduce the possibility of moisture infiltrating around the foundation. Irrigation systems and excessive moisture adjacent to structures can introduce unwanted moisture, possibly resulting in settling and or heaving. The Owner should consider removing irrigation systems or simply not use them. Disclaimer: 1. In as much as the site review of an existing structure for the purpose of observing the structure conditions requires that certain assumptions be made regarding existing conditions and because some of these assumptions may not be verifiable without expending additional sums of money or destroying otherwise adequate or serviceable portions of the building, the Client agrees that , except for negligence on the part of the Engineer, the Client will hold harmless, indemnify and defend Engineer from and against any and all claims arising out of the professional services we have provided. LEGEND (E) EXISTING (N) NEW �--- PUSH PIER P.P. #X f— PIER # (xxxx#) LOAD ON PIER r� WALL ANCHOR W.A. #x ANCHOR # �— MONO POST M.P. #x POST # (XXXX#) LOAD ON PIER HELICAL PIER H. P. #x PIER # (xxxx#) _-- LOAD ON PIER MattDigitally signed by Matt DN:O-DL Engineering, CN='Matt Weber We b e rE=mweber 0 ReasoI a � documentn: f� Location: Date: 2020-0'�� 16:08:45 PE Foxit Phantott&b sion: 9.1.0 t1 n : 250 % City of V A Wheat Ridge DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF 1 UNIT D-203 4746 CARR STREET DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: SPRINGER --- S2-1 6 BY: CHECKED BY: WWW.DLENGINEER.COM Foxit PhantokT Mg g: MW DL w D 0 L_ 0 F - z 0 LL �Nl Z�l lg. O FOUNDATION PLAN (�JtiA (82k�7 J Q/v (82k�? J (82k�3 J J 5'-9" 5,-9. 5'-9„ 5'-9. 5,-9. 0 FMI M Digitally signed by Matt Weber, P.E. NOTES: 1 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. 77— 2. INSTALL HELICAL PIERS PER PLAN. V V e zo 1 S3-1 1 zo in S3-2 I �,jp io Date: 2020-Q'}� 8:53 RE -USE (E) (6 pkv BEAM. INSTALL Foxit PhantokT Mg g: 5. IF THE CONTRACTOR & HOMEOWNER WOULD LIKE TO LIFT, 2x4 KICKERS AS THE EXTERIOR SOIL MUST BE EXCAVATED FROM THE WALL. C° REQ'D TO (NJ STRAIGHTEN Q Mp BEAM co I ( .0 2 J `° C° PROVIDE (E) OR (�JtiJp (N) ZxZx8" CONCRETE PAD ki `° AT EACH POST zo LOCATION ( (TYP) N�tiip (6 0 J ih ih FOUNDATION PLAN (�JtiA (82k�7 J Q/v (82k�? J (82k�3 J J C+ty Cf Wiheat Ridge Matt Digitally signed by Matt Weber, P.E. NOTES: DN: O=DL Engineering, 1. SEE SHEETS S1-1 THROUGH S1-3 FOR GENERAL NOTES. CN="Matt Weber, P.E.", /� E=mweber lengineer.co 2. INSTALL HELICAL PIERS PER PLAN. V V e erReason:larri� ving 3. INSTALL MONO POSTS ON (E) OR (N) FOOTINGS PER PLAN. Location' n'me Location: Cn 4. RE -USE (E) STEEL BEAM, IF THE BEAM DOES NOT COME BACK Date: 2020-Q'}� 8:53 TO LEVEL CONTACT ENGINEER FOR (N) BEAM SIZE. Foxit PhantokT Mg g: 5. IF THE CONTRACTOR & HOMEOWNER WOULD LIKE TO LIFT, �.r,�t t �� THE EXTERIOR SOIL MUST BE EXCAVATED FROM THE WALL. �'r_''►. ' C+ty Cf Wiheat Ridge DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1-12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF UNIT D-203 4746 CARR STREET DENVER, CO 80227 WHEAT RIDGE, CO 80033 ---- S3-1 6 BY: CHECKED BY: 720-440-9450 OWNER: SPRINGER WWW.DLENGINEER.COM MW DL I—I I I—I I (E) CMU FOUNDATION WALL HP BRACKET FIELD VERIFY B.O. (E) FOOTIN II -III -II (N) HELICAL PIER, SLEEVE AND BEARING CAP BY FOUNDATION SUPPORT WORKS MIN 25' DEEP WITH 10" 0 BLADES NUMBER OF SETS PER z MANUFACTURER'S SPECIFICATIONS �n N TYP. HELICAL PIER DETAIL z 1 1" in Matt Digitally signed by Matt Weber, P.E. DN: O=DL Enginer Nrn r@ MattD� E W e b e Reason. I am 1 Qp . this document�� Location' Date: 2020-01:1 16Q9�Oycnn r P ■ E M Foxit Phantom *DF Version: NAL ivison DL ENGINEERING INC. 2750 S. WADSWORTH BLVD.1.12-2020 FOUNDATION STABILIZATION AT DATE: JOB#: 2019-7152 REVISION DATE: PAGE OF 1 UNIT D-203 4746 CARR STREET DENVER, CO 80227 720-440-9450 WHEAT RIDGE, CO 80033 OWNER: SPRINGER ~-- S3-2 6 BY: CHECKED BY: WWW.DLENGINEER.COM MW DL INSTALL (N) 2x4 KICKERS AS REQ'D TO STRAIGHTEN STEEL BEAM. IF BEAM DOES NOT STRAIGHTEN, CONTACT ENGINEER FOR (N) BEAM SIZE ATTACH PER MANUFACTURERS SPECS. 1'x1'x0.85" CAST ALUMINUM PLATE I I I I I I I I I I I I I (E) JOIST (E) BEAM 0 TYP. MONO -POST DETAIL 1 " = 1'-0" FIELD VERIFY B.O. (E) JOISTS (N) MONO POST BY FOUNDATION SUPPORT WORKS 3.50" OD x 0.165" THICK TUBE YIELD STR = 50 KSI (MIN) TENSILE STR = 90 KSI FIELD CUT TO LENGTH ATTACH PER MANUFACTURERS SPECS. IIIIIIIIIIIII— FIELD VERIFY T.O. (E) SOIL (E) OR (N) 2'x2'x8" CONCRETE FOOTING w/ (3) #4 REBAR EACH WAY Digitally signed by Matt M att Weber, P.E. DN:02DL - ineering, CN="Matt P.E.", E=mwebera le er. W e b e rReason I arr�gy this documenl '� "�y Location: Date: 2020'1 ' Foxit Phantom _ - Version:".0.b:.� City 01 W1he3t Ridge 0. 2' •^L-�Ci •' 10-3 1- .:,a;tea DO i CITY OF WHEAT RIDGE Building Inspction Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection:,Time AM Re -Inspection required: Yes p No _:�) When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge.co. us4nspection Date: %/ P7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE i Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE -Z /(6 (�;7 A—A Inspection Type: Job Address: t 4-: c� Permit Number: f_jt iC�cZ- f ❑ No one available for inspection: Time)IIPM Re -Inspection required: Yes --Nei When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspect�on- Date: ( f. Z—`f • 1 " t In i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: `%'(b S 6 ❑ No one available for inspection: Ti Re -Inspection required- Yes No When corrections have been made, fs6keduli h ttp://www. ci. whea tridge. co. usAnspection Date: Ins pecto M for re -inspection online at: City of Wheat Ridge r E -Res. Electrical Service PERMIT - 201902271 PERMIT NO: 201902271 ISSUED: 10/25/2019 JOB ADDRESS: 4746 Carr St EXPIRES: 10/24/2020 JOB DESCRIPTION: Electrical service upgrade - 150 amps; overhead service replacement, dedicated circuits flex 50 amp with wire to stove; Replace 60K BTUs, 80% efficiency gas furnace in crawlspace *** CONTACTS *** OWNER (303)549-6258 SPRINGER DAVID A JR SUB (303)232-6611 JOSH WARD 018236 APPLEWOOD PLMB, HEAT, & ELEC. SUB (303)232-6611 JOSH WARD 018236 APPLEWOOD PLMB, HEAT, & ELEC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2002 / KIPLING, I-70 & CLEARCREEK ARE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 17,079.00 FEES Total Valuation 0.00 Use Tax 358.66 Permit Fee 331.10 ** TOTAL ** 689.76 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2012 IRC & 2017 NEC. Per IRC Sec. R314, smoke detectors are required to be installed in every sleeping room, in hallways outside of sleeping rooms, and on every level of the structure. City of Wheat Ridge ,40501r_ E -Res. Electrical Service PERMIT - 201902271 PERMIT N0: 201902271 ISSUED: 10/25/2019 JOB ADDRESS: 4746 Carr St EXPIRES: 10/24/2020 JOB DESCRIPTION: Electrical service upgrade - 150 amps; overhead service replacement, dedicated circuits flex 50 amp with wire to stove; Replace 60K BTUs, 800 efficiency gas furnace in crawlspace I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that 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 an manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Off& ' �—' ` Date REQUESTS MUST BE MADE BY 11i59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. G2Agt-12:47 a.w-61-S«k) i+2 2[ 9 w7 DD Electrical service , qm»#o y+4746 GR St 689.76 �R# APPLIPERMIT q: 20993! mA7IRRI+f 9ZDm AMOUNT +m m+=6595+# #R# !#y 68&76 Kimberly Cook �-ORNV From: no-reply@ci.wheatridge.co.us Sent: Friday, October 25, 2019 10:07 AM To: CommDev Permits Subject: Online Form Submittal: Residential Furnace/Boiler Replacement Permit Application Residential Furnace/Boiler Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT FURNACE or BOILER - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement residential furnace or boiler like for like? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACHED RANDOM FORMS** 4746 CARR ST DAVID SPRINGIER 303-549-6258 PERMITS@APPLEWOODFIXIT.COM WHEAT RIDGE CC(1).pdf CONTRACTOR INFORMATION Contractor Business APPLEWOOD PLUMBING HEATING AND ELECTRIC Name I Contractor's License 18236 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-458-5988 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address PERMITS@APPLEWOODFIXIT.COM Retype Contractor Email PERMITS@APPLEWOODFIXIT.COM Address DESCRIPTION OF WORK What type of unit is being Furnace installed? Number of BTUs 60000 What is the efficiency 80 (%) of the unit? Is the unit GAS or GAS ELECTRIC? Where is the furnace or CRAWLSPACE boiler located (for example, basement, crawlspace, etc)? Project Value (contract 7559 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit 2 has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for LACEY MABE Permit Email not displaying correctly? View it in your browser. Kimberly Cook From: no-reply@ci.wheatridge.co.us Sent: Friday, October 25, 2019 10:05 AM To: CommDev Permits Subject: Online Form Submittal: Residential Electrical Service Change/Upgrade Permit Application Residential Electrical Service Change/Upgrade Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS** 4746 CARR ST DAVID SPRINGIER 303-459-6258 WHEAT RIDGE CC(1).Pdf CONTRACTOR INFORMATION Contractor Business APPLEWOOD PLUMBING HEATING AND ELECTRIC Name Contractor's License 18236 Number (This is a 5 or 6 4 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Is this an electrical service upgrade or change? Number of Amps Location of upgrade/change (garage, house, etc) 303-458-5988 PERMITS@APPLEWOODFIXIT.COM PERMITS@APPLEWOODFIXIT.COM Change 150 HOUSE/KITCHEN Provide additional details, COMPLETE OVERHEAD SERVICE REPLACEMENT 150 if needed. AMP, DEDICATED CIRCUITS FLEX 1 50AM AND WIRE FOR STOVE, Project Value (contract 9520 value or cost of ALL materials and labor) 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 work may not begin on this property until a permit has been issued and posted on the property. Yes Yes 5 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. Person Applying for LACEY MABE Permit Email not displaying correctly? View it in your browser. City of COMMUNrry DEVELOPMENT 111111 � I 1i�11111111 ; 11111111111111111111111111111 111 ML�* I �iiii,iiiiiiiiiiiil!iii I 'm 1;1!111111 llloplill,il j! I 1 1: 1 � 1 ; 1!11�11 I I q 1�11 Iliq I �� q • 11 Addrew City, State / �ck Electdcal WR ON License r. PIRAP91wit # L Mechanical WR CL Licenil Complete all information on BOTH sides of this form -V AdvitiAttor E�moll Add ,., /7? t� ,,. Amps Othe