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HomeMy WebLinkAbout12044 W 31st Placee, s_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: C Job Address: _-2-A Permit Number: ( C\ C) '1 C� ❑ No one available for inspection: Time'.1" `' AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: http://www. ci. wheatridge. co. uslinspection Date: 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: `� ��ra ' 14 • Job Address: Permit Number: ❑ No one available for inspection: Time �A� Re -Inspection required: Ye ,Pdo r When corrections have been made, ca#-ro-r re -inspection at 303-234-5933 Date: �/ 1'j 1 fel Inspector: ^` DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Dimjsion (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 7"�� r- /,j Job Address: d Permit Number: Ozal $! ❑ No one available for inspectionjime IC - 7 VA M Re -Inspection required: Ye. No When corrections have been made, c"A r1for re -inspection at 303-234-5933 Date: toInspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE. , Building Inspection Division (303) 234-5933 Inspection line .'(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE // Inspection Type: ` d_a� Job Address: Permit Number: ❑ No one available for inspection: Time %WM Re -Inspection required: Ye When corrections have been made, ca tionat303-234-5933 �� Dat�.�:��'�'��`�Inspecto�rl:-ins7 ��.._._.. 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: � e ���,,..- Job Address: Permit Number: 12- '4::( C QJ D_ -Acts r -'c ei69 t-.,co^j . j ❑ No one available for inspection: Ti A ypm Re -Inspection requir->s No When corrections have been made, caH-igr re -inspection at 303-234-5933 A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (3"0g3) 237-8929 Fax INSPECTION NOTIC� Inspection Type: C_�+-- JobAddress: I��1� lJJ• `?��''��`�- Permit Number: ❑ No one available for inspection: Time l- AM/P Re -Inspection required:Fess No i when corrections have been made, call for re -inspection at 303-234-5933 Dater ') �` Inspector: }------- DO NOT REMOVE THIS NOTICE x i CITY OF WHEAT RIDE, Buildilnspectioh Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NO E- Inspection Type: Job Address: d Permit Number: t7 `r6 ❑ No one available for inspection: Tim Re -Inspection required: Yes`/ -No When corrections have been made, call � re -inspection at 303-234-5933 Date: _ Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE V, Building inspection Di�i's on (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �� - ��-'> 0 4L JobAddress:=Y^'`? Permit Number: ❑ No one available for inspect op Time I G eAM/PM Re -Inspection required: Yes° No�, When corrections have been made, call for re -inspection at 303 -234 - Date: t / 411'f Inspector: J s DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection'D&ision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /y9/ Job Address: l Permit Number: igfJ f LJNo one available for inspection: Dme I47':_(k- AWPM Re -Inspection required: Ye s� No When correc "ons have been made, call for re -inspection at 303-234-5933 Date- / Inspector:/? DO NOT REMOVE THIS NOTICE At - 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: I^.f1kI r;ISf9f� Permit Number: L) '%(0 �� t a u [ 4 ate& --VI ❑ No one available for inspection: Time Re -Inspection required: Yes When corrections have been made, iPH r re -inspection at 30-q-234--5933 Date,(,— � 6 � l�Inspe,cts J i' DO NOT RElltlO E THIS NOTICE City of Wheat Ridge Residential Remodel PERMIT - 201801470 PERMIT NO: 201801470 ISSUED: 07/31/2018 JOB ADDRESS: 12044 W 31st Pl EXPIRES: 07/31/2019 JOB DESCRIPTION: SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. *** CONTACTS *** OWNER (303)268-2078 CHARLES PAZPLOW SUB (720)917-8229 Ed Gonzales 090101 Jade Renovations SUB (303)257-3735 Danny Young 180243 Young's Plumbing & Heating SUB (720)421-3042 Jacob & Felicia Rosales 180023 Tin Man Heating SUB (720)651-3433 ANDREW SCOTT GOSHERN 190029 RESIDENTIAL HOME ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 97,956.00 FEES Total Valuation 0.00 Plan Review Fee 1,162.20 Use Tax 2,057.08 Permit Fee 1,115.95 Investigative Fees 718.05 Investigative Fee 2 60.00 ** TOTAL ** 5,113.28 *** COMMENTS *** *** CONDITIONS *** SWO posted for work without permits. Investigative fee not applied to basement portion of project. 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 Remodel PERMIT - 201801470 PERMIT NO: 201801470 ISSUED: 07/31/2018 JOB ADDRESS: 12044 W 31st Pl EXPIRES: 07/31/2019 JOB DESCRIPTION: SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. 11 b 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 thispermrt. I further a at I am legall authorized to include all entities named within this document as parties to the work to be pertornled ar�d-Chat ork be perto ed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNED or CONTRACTOR (Circle one) Date 1. This permit was iss ed ased 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. ;. 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 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, any violation of any provision of any applicale code or any pr�dinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � 018 6' /q7c- From: Charles Paeplow To: City of Wheat Ridge Building Department Date: February 4th, 2019 Subject: Sub Permit #201801470 Please remove PI e C and add RHI Electric on permit #201801470 Address on permit 12044 W. 311 Place, Wheat Ridge, CO. 80215 Thank you L ... Cit, of .w h6at i �� CaMMUNiTY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: L Ujtftf(I IV. 31'5,+ tPermit #: ?-IS p 1 D6 General Contractor: Electrical Sub -Contractor Company Name:Phone #: '77,0,(0 3 State License #: C DI[JTMaster #: �, Sy Wheat Ridge License #: ,Z (required field) Si of Autho�jze g Date Plumbing Sub -Contractor Company Name: Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Company Name; Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date i �L- ---)- i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE �, ! j C y U F L) IVIN Inspection Type: Job Address: Permit Number: V,/ U V-3 b 1 `70 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 1 1 L(- IJ- 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 INSPECTI�NOTICE A ilk Inspection Type:. r 6) Job Address: rf ` \ W? '-15A SI—_ 4A Permit Number: ❑ No one available for inspection: Time C -I �4M/PM Re -Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date:_1 C\ Inspector: DO NOT REMOVE THIS NOTICE 'V i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOT, i E Inspection Type: - Job Address: = VJ Permit Number: .c� v LJ No one available for inspection: Time IAM/PM Re -Inspection required: 84 No When corrections have been made, call for re -inspection at 303-234-5933 Date: ! )1 k E:t Inspector: V) ADO NOT REMOVE THIS NOTICE e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE r� � Inspection Type: `� PU &�ICy Job Address: I�QVl Li 5"" ,1e Permit Number: �10190f qJ (Q ❑ No one available for insp.6b-tion: Time 0 qY G 1 AM/PM t Re -Inspection required:," Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1. Inspector: / DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE 2 Inspection Type:' Job Address: )I/. Permit Number: . ❑ No one available for inspection: Time s - Re -Inspection required: s o When corrections have been made, calf-fd(re-inspection at r ^,I Date:l-- = Inspector: i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: " J Permit Number: v ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, calLfor re -inspection at 303-23 Dated � 1 ! ( Inspect �� 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 aVv�4 i'+' I Ct, INSPECTION NOTICE Inspection Type:�- Job Address: 2i Permit Number: 0 1' i � 0 -`ewe m r, .r-. r r` ❑ No one available for inspection: Time ` ' 'S AM/PM Re -Inspection required: Yes` No When corrections have been made, call for re -inspection at 303-234-5933 9 Date:Inspector: ! r DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE ��Building Inspection Division (303) 234-5933 Inspection line (303L43�-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: i t-4" Permit Number: c `,.)1 ( c`; ,-1'7 "n 0.0 ❑ No one available for inspection: Time MPM r Re -Inspection require �es No When corrections have been made, call for re -inspection at 303-234-5933 Date: ,tI Inspector: `�,._ DO NOT REMOVE THIS NOTICE 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office * (303) 237-8929 Fax INSPECTION NOTICE C C, Inspection Type: Job Address: Permit Number: I I t r T2r J No one available for inspection: Time �-_'AM/PM Re -inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-593 Date: Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 701 pyo Job Address: 1 ?L00 ell' Z Permit Number: X01901976) ❑ No one available for inspection: T[mre 5 AM/PM Re -Inspection required: Yes (_No - *When corrections have been made, call for re -inspection, at 303-234-5933 Date: 1 C f Inspector: M / DO NOT REMOVE THIS NOTICE C, 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: I ZOO/L/ k� �7.6,t Permit Number: - 0160) C/ 70 411,14- 407 r ❑ No one available for inspection: Time 1,,o c3_ AM/Pw Re -Inspection required:es No When corrections have been made, call for re -inspection at 303-234-5933 Dated, o I / I � Inspector: --pWO� Lov—(7i 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 l Inspection Type: Z. k% v L�� ! ✓� u� �ci/�'"; 'P� Job Address: j Zoq 4� Permit Number: d10 0/ 9 %® ❑ No one available for inspection: Time 1 Z S _U A /PM Re -Inspection required: YesC-0or When corrections have been made, re -inspection at 303 -234 - Date: 10// L .2, Inspector: hofl'f�: Love-ff- DO NOT REMOVE THIS NOTICE COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805 S. Bellaire St.. #200, Denver CO 80222 Phone: (303) 745-5209 www.coyle-inspect.com 10/02/2018 Mr Charles Paeplow Via E -Mail: 91sugarstone@gmail.com; charlespaeplow@yahoo.com Re: CONSTRUCTION OBSERVATION REPORT 12044 West 31 st Place, Wheat Ridge, CO 80215 General: On 10/26/2017 Stephen McSpadden, PE of this firm, inspected the structural repairs at the above referenced property. The purpose of the inspection was to determine compliance with the repair design of this firm, dated Aug 25, 2017.. OBSERVATIONS & OPINIONS: COMPLIANT WORK: • Steel posts, helical piers, wall anchors, perimeter drain, crack repairs. CONCLUSION: • Based on the observations made and information provided, it is my opinion that the work completed at time of inspection was in substantial compliance with the repair design. LIMITATIONS: • This inspection was visual in nature but represents the professional opinions of this firm based on visible components, observations made, and assumed accuracy of information provided. • As indicated in the repair design, no warranties are made or implied, as soil/material condi- tions are unpredictable and unknown/unforeseeable conditions could exist. Thank you for allowing us to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. President Page 1 of I COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805 S. Bellaire St., #200 Denver CO 80222 Phone: (303)745-5209 www.coyle-inspect.com August 25, 2017 Charles Paeplow Via E -Mail: Re: 12044 W 31 st PI., Wheat Ridge, CO 80215 STRUCTURAL OPINION REPORT AND REPAIR DESIGN Dear Charles: On July 20, 2017, Stephen McSpadden inspected the above referenced property at your request. The pur- pose of the inspection was to visually observe the foundation of the home to determine our professional opinion of the structural condition thereof, in order to determine whether structural repairs are needed at this time, and to recommend a plan of repair as needed. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Structural Inspection Engineers. General Information: • The home is a 2 story single family home structure, assumed to be facing North. The home was re- portedly constructed in 1977. • The foundation is of poured concrete construction. • The perimeter walls of the upper structure are of conventional wood frame construction. • No soils report or other architectural/engineering documents were available for review. • A Structural Opinion Report was provided following the McSpadden inspection, indicating need for structural repairs. Please refer to that report for all historical and general information, drainage recom- mendations, etc. Observations, Opinions and Recommendations: • Structural movement and damage has occurred and it is recommended to make repairs per the recom- mendations of this design report. • Wall restraints are needed to address lateral displacements. Full excavation and wall realignments are recommended. • Vertical stabilization is needed at the garage and basement wall interface. • Wall crack repairs are needed. • Steel posts need to be replaced. • A perimeter drain system is recommended. • A floor slab is needed. • PLEASE REFER TO THE ATTACHED DIAGRAMS AND SPECIFICATIONS. Additional Comments: • All foundations are subject to movement over time, due to variations in soil and moisture conditions. The home should be monitored for additional future movement, and any significant movement should be reported to this office for further evaluation and recommendation. Page 1 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this firm for the area in question, based on visible components, observations made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. Michael D. Coyle, P.E. President Page 2 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS 5500 E Yale Ave., #350 Denver, CO 80222 Address L IL 303-745-5209 www.coyle-iiivpect.coni Job Num: Date: • . ......... % % lip -AW 33::::.::::::::2 tY IT: tj ........... .. ... ....... ......... ....................................... ................... .. .... . ....... ... Sheet of Page 3 of 10 Mi COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE INSPECTION ENGINF:F;R4, INC. _'170 o. Ptr+e'rRor:�l, ,: '•7(1, i)ein,, ('U.t'U�_�l 1'i7nRt''.RI>>`7� c_(iU fid; -y .lei, -{: •'i,-7 12' 1. E-4 . &ZD V 1D `;V R-FAt.- Interior wall plate. 12"X28, 7-0" } min - � 314" galvanized rod. �------�------y,» At crack 85 ksi min tensile 13" or per strength. engineer `lX . �`Qtv ilvitt�t (Earth Anchor Plates - 26" X 26" - - WALL ANCHORS - Foundation Supportworks . Grip-Tite. or Engineer's Approved Equal_ Do FV Note. Any other alternative products must be approved by the Engineer prior to submission for �� t} building permit fit 'It�tht�\t�t�������, Page 4 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE INSPECTION ENGINEERS, INC. Client(s) 2170 So. Parker Road, # 130, Denver, CO 80231 Address Phone (303) 745-5209 Fax (303) 745-2571 Job Num: Date: Sheet of Page 5 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE INSPECTION ENGINEERS, INC Client(s) 2170 So. Parker Road. # 130, Denver, CO 80231 Address Phone (303) 745-5209 Fax (303) 745-2571 Job Num: s _ Date: NOTE: Slab not currently present. Sheet of Page 6 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. WALL ANCHORS (Approved Systems): • Chance Wall Anchor Kits, by AB Chance • Geo -Lock Wall Anchors, by Foundation Supportworks. • Grip-Tite Wall Anchors, by Grip-Tite Foundation Systems. • Alternates other than the above to be submitted to the engineer for review and approval. Must have minimum 3/4" all thread rod with minimum capacity of 8,000 lbs, and all parts galvan- ized to ASTM 153 or approved equal. • Torque to Manufacturer's Specifications, or 80 FT -LBS if none specified. STEEL HELICAL PIERS: • FOUNDATION SUPPORTWORKS: Model 288 (round shaft) Helical Pile with FS 288B Retrofit Bracket. Alternates - Model H150 (1.5" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. Model H175 (1.75" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 175 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 20,000 lbs (20 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 40,000 lbs (40 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 4,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- Page 7 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. EPDXY INJECTION: • All cracks of 1/16" or larger shal be epoxy injected. • Sikadur® 35 Hi -Mod LV or approved equal. CARBON FIBER STRAPPING (Approved Systems) IF DETERMINED NECESSARY: • Fortress Stabilization Systems • CarbonArmor • Rhino Carbon Fiber FOUNDATION DRAIN: • Drain Pipe shall be 4" rigid PVC pipe with drain holes at the 4:00 and 8:00 positions. • Trench to be a minimum of 8" wide and 8" deep (at the high point). • Gravel to be 3/4" washed rock. • Trench Liner to be filter fabric at sides and bottom of trench • Slope - the trench bottom and pipe shall slope downward from the high point to the sump pit at a continuous minimum slipe of 1/8" per foot. • Pit/Pump - pit to be preformed corrugated plastic, or otherwise approved material, 24" diame- ter +/- and with bottom at least 18" below the bottom of the lowest inlet pipe. Pump to be 3/4 HP submersible. Permanent electrical supply to be supplied to the pump without need for ex- tension cord. Pit location to be determined by agreement between the contractor and owner. • Discharge Pipe shall be 1.5" diameter (minimum) PVC and contain a check valve no more than 24" above the top of the pit. Discharge location to be determined by the contractor but shall be a minimum of 10 feet from the foundation at a point where ground slope will allow the discharge to continue flowing away from the foundation. Some municipalities allow sump discharge to be placed into the sanitary sewer system, and if allowed in this municipality this would be the preferred method of discharge. A special permit and connection by a licensed plumber may be required. INSPECTIONS BY ENGINEER: • Upon excavation and prior to installation of piers and anchors - to allow discovery of foundation wall cracks/breaks, presence of caissons or footings, condition of void space, etc. At this time the proposed pier and anchor locations will be reviewed and modified as needed to accommodate exposed conditions. Possible need to void below foundation will be deter- mined to allow for foundation elevation adjustments. Possible need for additional repairs de- pending on condition of exposed walls. • Pier and anchor inspection - following installation and prior to backfill. • Drain inspection - upon placement of pipe and prior to addition of stone. • Final inspection -Upon completion of all other work such as posts, epc- Page 8 of 10 MS COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. • GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelines below, in order to promote long term structural integrity for the property. GOOD DRAINAGE PRACTICE (for the homeowner): • Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. • These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. • Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an altema- tive. • Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of 1% slope (1/8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. • Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of 1% is acceptable if a French drain is incorporated in the flowline. Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales should be continued to a points where natural drainage is possible. • Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil- Page 9 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. • Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. Page 10 of 10 From: Charles Paeplow To: City of Wheat Ridge Building Department Date: September 25th, 2018 Subject: Kycor Mechanical Permit#201801470 Please remove Kycor Mechanical from permit #201801470 Address on permit is 12044 W. 3152 Place, Wheat Ridge, CO. 80215 Thank you City of Wheat Ridge Residential Remodel PERMIT - 201801470 PERMIT NO: 201801470 ISSUED: 07/31/2018 JOB ADDRESS: 12044 W 31st Pl EXPIRES: 07/31/2019 JOB DESCRIPTION: SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. *** CONTACTS *** OWNER (303)268-2078 CHARLES PAZPLOW SUB (720)917-8229 Ed Gonzales 090101 Jade Renovations SUB (303)332-6438 Michael Geier 120183 Techmasters Electrical, LLC SUB (303)257-3735 Danny Young 180243 Young's Plumbing & Heating SUB (720)421-3042 Jacob & Felicia Rosales 180023 Tin Man Heating *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 1,162.20 Use Tax 2,057.08 Permit Fee 1,115.95 Investigative Fees 718.05 Investigative Fee 2 60.00 ** TOTAL ** 5,113.28 *** COMMENTS *** PROJECT VALUATION: 97,956.00 *** CONDITIONS *** SWO posted for work without permits. Investigative fee not applied to basement portion of project. 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 r Residential Remodel PERMIT - 201801470 PERMIT NO: 201801470 ISSUED: 07/31/2018 JOB ADDRESS: 12044 W 31st P1 EXPIRES: 07/31/2019 JOB DESCRIPTION: SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. 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,,Nd all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of th!st pro erty and authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further att t t I am 1 y authorized to include all entities named within this document as parties to the work to be performed t 1 r to be ed is disclosed in this document and/or its' accompanying approved plans and specifications. nature of OWN4 or,/CONTRACTOR (Circle one) Date This permit was is ued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 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. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. The ' uannc�ced�or gr i g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any ap iclD�+f9de or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. s City of Wheat Psj,,de COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must be up to date prior to permit issuance. 20�8�1 Project Address: %��� � � 31 S Permit #: � 7o tohCAT R -1a General Contractor: \Jy� f, i�,)uo71�� j Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Phone #: Master #: (required field) Date Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name. Phone:��j� Wheatdg License #: 1&(2 0 —1-3 (required field) Sign tTf Authorized Agent Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 310 EMP Job Address: i �� G✓ 31 St PL Permit Number: X 184 l y %O ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corre ions have been made, call for re -inspection at 303-234-5933 Date!77i is 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: _310- F) 1c Ie �� r �e 16,q Job Address: w Permit Number: ) y -7 o tcr_< 17-ro2 ��� LlNo one available for inspection: Tirree ASM PM Re -Inspection required: (Yes.,' No When corrections have been made, call -for re -inspection at 303-234-5933 Date' �Inspector: �----- .. DO NOT REMO�E THIS NOTICE Lagenia Reimer From: lorenzo villegas <plumbtech9@gmail.com> Sent: Friday, September 21, 2018 3:12 PM To: CommDev Permits Subject: Plumb Tech permit # 201801470 please remove Plumb Tech LLC from permit #201801470 address on permit is 12044 W 31 st pl. wheatridge co 80215. If I can please get confirmation of request and email being received Thank you 10 -Id - 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: I qj1 L,/ .3/S L Permit Number: 0 ❑ No one available for inspection: Time(J 1 J AM/PM Re -Inspection required: (Yes No � When correct"ons have been `m""ade, call for re -inspection at 303-234-5933 Date: �� Inspector: MT�/ DO NOT REMOVE THIS NOTICE 1* � 1 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: LO , f IPS V Job Address:) 70 {q W Permit Number: 20/90) q L-2 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspect' at 303-234-5933 Date: 13 � � Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge -r Residential Remodel PERMIT - 201801470 PERMIT NO: 201801470 ISSUED: 07/31/2018 JOB ADDRESS: 12044 W 31st P1 EXPIRES: 07/31/2019 JOB DESCRIPTION: SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. *** CONTACTS *** OWNER (303)268-2078 CHARLES PAZPLOW SUB (720)917-8229 Ed Gonzales 090101 Jade Renovations SUB (720)341-7888 Lorenzo Villegas 170097 Plumb Tech LLC SUB (303)332-6438 Michael Geier 120183 Techmasters Electrical, LLC SUB (303)875-3319 Katrina Pacheco 160195 Kycor Mechanical *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 97,956.00 FEES Total Valuation 0.00 Plan Review Fee 1,162.20 Use Tax 2,057.08 Permit Fee 1,115.95 Investigative Fees 718.05 Investigative Fee 2 60.00 ** TOTAL ** 5,113.28 *** COMMENTS *** *** CONDITIONS *** SWO posted for work without permits. Investigative fee not applied to basement portion of project. 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. l�. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Residential Remodel PERMIT - 201801470 201801470 ISSUED: 07/31/2018 12044 W 31st P1 EXPIRES: 07/31/2019 SWO Bring complete project up to code compliance.Interior remodel 3600 square feet. Installing 700 sq ft siding, OSB Lap siding and Slate Tile Accents, Windows (14) Ufactor of .32 or better.(two of these are egress windows) In Basement adding Livingroom, 1 Bedroom, Full Bathroom, Mechanical closet, and Laundry room. Electrical 200 amp service upgrade.Top Floor : master existing closet and porch, remove and reframe, Reroof with Dimensional Asphalt Shingles to match existing shingles. New plumbing in Master bath and Laundry room. New framing of Doorway/header only in 2nd bedroom. Electrical new tamper resistant switches and receptacles, smoke detectors, and carbon monoxide detectors. Main Floor new water line to the refrigerator and gas line to stove and gas fireplace. Structural Permit to reference is 201708442. 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 furt a ttest that I am legally authorized to include all entities named within this document as parties to the work to be performed an work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. e o OWNER or CONTRACTOR (Circle one) Date I . This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 Budding 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 issuan granting of rmit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicabl o or ny ordi ce or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of CW h.6at R dgc OMMUNITY DE-vE:LOPMFNT b 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: perm its(cDci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit # �Q O N 0 /4 7 ) Plan Review Fee: �1�- J 7 Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** 'roperty Address: 1 Iroperty Owner (please print): �-? & Phone' Property Owner Email: '' c1JdCL- Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: (2 C -D '-o i City, State, Zip: Architect/Engineer E-mail: Phone: Contractor: J A 4D E— e." 0 VWT-( UAy S City of Wheat Ridge License #: _i[ 1 W l ez Phone: 2 17 Contractor E-mail Address: For Plan Review Questions & Comments (please print): �r CONTACT NAME (please print): c�' Cc. -,)0L v-4 6z-cg4 -W /47-5 Phone: CONTACT EMAIL(p/ease print): ✓e--7-,'L'to�a'>y'J Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: . 7 Mechanical: W.R. City License # �,c Lt pi�C�S i , W.R. City License # n� ��Qs1�� 5 W.R. City License # lt*Com Other City Licensed Sub: Other City Licensed Sub: City License # City License # F—ICOMMERCIAL RESIDENTIAL 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. � l Ccs P' c 0 4e'cy—A Jz( CZ CC -C' Commercial Projects Only: Occupancy Type: Construction Type: Sq. FULF _3� C-: � BTUs Gallons 5 -E) Amps Squares Project Value: (Contract value or t cost of all materials and labor included in the entire project) OL X 40. 7 �o. $ -4a/00uoo da a' H I Y2 OWNEPkONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) 01V...TRAC ) (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: Printed Name:LY DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: — CON 10 E:_ Reviewer: I BUILDING DEPARTMENT COMMENTS:U fe x� ���� I I [ ll I ` l Reviewer: PUBLIC WORKS COMMENTS: / Reviewer: Building Division Valuation: -19 �J I City of Wh6atPsjdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: kt%LA 4 315 4 Permit #: . (/ /' / ld General Contractor: Electrical Sub -Contractor Company Name: State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Company Name: State License #: Phone #• Master #• (required field) Date Phone #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name:N C C m*e: 3 63 - j koq — 3 2) t J Wheat Ridge Lice V / (required field) 11 41 City of W heatI�idge COMMUNITY DEVELOPMENT 7500 W. 2911 Avenue * Wheat Ridge, CO 80033 * O: (303)235-2855 * F: (303)235-2857 Contractor Waiver for Workers' Compensation Insurance I, (print your name), C �L�'/,�l- ll` r �% /5 verify that I am the sole owner or partner of (company name): I/*-Z� (2,A1 -5' which has no employees and is not required by the State of Colorado to carry workers' compensation insurance. I further state that if I hire subcontractors, they are in compliance with the State of Colorado Workers' Compensation insurance requirements and have obtained the required contractor's Signature: Date: l se�ram the City of Wheat Ridge. City of Wh6at Jdge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. This form will not be accepted with missing information. Project Address: / Z G _ ? L,%I/Permit #: Zy / 510 / Z-/ 71.9 General Contractor: � x c,%, %;;, 0� __ ,,,1 �? Electrical Sub -Contractor Company Name: �>i Phone #: - State License #: Wheat Ridge License #: Signature of Authorized Agent Plumbing Sub -Contractor Master #: (required field) Date Company Name: /�r1,-1/.7 %QC_%? Phone #: aZL> ,?41/- State License #: Master #: 1,_,7C097 Wheat Ridge License #: � .�A___ (required field) ure of orized Agent Date Mechanical Contractor Company Name: Wheat Ridge License #: Signature of Authorized Agent Phone: (required field) Date City of Wh6atR idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and/)license must be up to date prior to permit issuance. Project Address: o,5 Permit #: General Contractor:s- Electrical Sub -Contractor Company Name: Ti�� �", ��,_, Phone #: _3>c) State License #:f �`. O ADO 5.3 �' Master #: %%% � , 1� d d �Z Wheat Ridge License #: (required field) Signature of AuthoriWdAgent Plumbing Sub -Contractor Company Name: State License #: Wheat Ridge License Signature of Authorized Agent Mechanical Contractor Company Name: u 2 5K z6is Date Phone #: Master #• (required field) Date Phone: Wheat Ridge License #: (required field) Signature of Authorized Agent Date .2 ()1 � 6 / C ►A, City Of �?MAAMILINiTy Wheat idge DEVELOPMENT Building Guide Rev. 911 /10 PROJECT ADDRESS: VJ 311�111' How to Use this Guide Provide two 2 sets of plans and complete the following: 1. Review this Building Guide — Review the requirements set forth in this guide for submittal and compliance with applicable codes. 2. Provide 2 Floor Plans — one existing floor plan, one proposed, two copies of each, minimum 11" x 17" in size, drawn to scale, indicating room sizes and types. Identify furnace, water heater, plumbing fixtures, electrical outlets, lights, smoke and carbon monoxide detectors, and windows, including size and type, and any other pertinent information. 3. Fill out a Building Permit Application. The majority of permit applications are processed in 1 to 2 weeks. The submitted documents will help determine if the project is in compliance with building safety codes, zoning ordinances and other applicable laws. Reviewed and approved plans and permit must accompany this document on site throughout project W hcat icigc Wheat Ridge Building Department Approved BUILDING OFFICIAL DATE Validity of pemrit: The Issuance of a permit "Opp- o f plana, spechications Mo computation ehan rte be a penult for. wan approval o<, arry dolatbn to ppy,of the protrielone d m the ritding cold w d in any City ordances. pemtits presuming to glee aunnrhy to ablate or mocel the ptowhaone of the BWIdhM codes or ottwr ordhUM" Of the City shall not be valid. This handout is intended to accommodate projects constructed under the 2012 International Residential Code. It is not intended to cover all code requirements or circumstances. Check with the City of Wheat Ridge Community Development Department for additional requirements. http://www.ci.wheatridge.co.us Sample Floor Plan •� 'p rA%N%1L-11 RoorvN ce.a+sr. U v ctosc Ti UNFINIS N EQ SToRAG19. I -,—_ SMOKt L'�tTBCT t'11 a _-_ � FM1 PROJECT ADDRESS: FLOOR PLAN REQUIREMENTS: 1. Submit two (2) complete sets of required information, including plans and equipment specifications. 2. Provide two (2) copies of floor plans, drawn to scale, a minimum of 11" x 17", with room dimensions and use indicated. For basements that are currently partially finished, provide two (2) copies each of floor plan showing current condition and proposed new or altered condition. 3. Plans must show the layout and type of electrical outlets, lighting, smoke alarms and carbon monoxide detectors. Smoke alarms are required to be hard -wired and interconnected in new and existing bedrooms, halls and each level of the house unless removal of interior wall or ceiling coverings would be required. If removal of interior wall or ceiling coverings would be required, battery operated devices may be substituted. Carbon monoxide detectors may be hard -wired or battery powered and are required to be installed within fifteen (15) feet of each bedroom door in the residence. 4. Plans must show the location and size of all windows and identify emergency escape and rescue windows, including accompanying wells. Window sill height, ladder dimensions and clear space dimensions of wells is required to be listed. 5. Plans must show plumbing isometric and fixture unit count, and location of cleanouts and fixtures, including fixture spacing. 6. Plans must identify any modifications to the existing structural components such as walls, beams, posts and floor joists. 7. Plans must show methods for heating, cooling and ventilation of spaces to be finished. 8. Plans must indicate any area in basement where finished ceiling height is less than 7 feet 0 inches. 9. Asbestos report: Single -Family residential dwellings ("SFRD") — the trigger levels are: 50 linear feet on pipes; 32 square feet on other surfaces; of the volume equivalent of a 55 -gallon drum. A sample floor plan is shown on Page 1. Specific code requirements can be found on Page 3 of this document. Note Information: No: 201800026 / Inspection: 1 Class: G Created By: TDICKER Creation Date: 03/06/2018 Last Maintained By: Last Maintained Date: 12/31/1969 Review Date: 12/31/1969 Public Note: NO Complaint received in regards to a possible interior remodel in progress. No action taken on SWO issued 10/19/17. Please contact the Building Department within 48 hours to schedule an inspection to verify scope of work. Inspection required on foundation repair permit. Neighbors identified contractor truck that slowed to observe Officer Schroeder and I on site, truck than drove away without stopping. 12'10qy w S13,F PW6 UNSA je,—C V7�-' PC) LC- MSIF-Z pl-�- b C �„TUCc df 11v7V)o)e lr �� COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805.5. Bellaire St., #200 Denver CO 80222 Phone: (303)745-5209 www.coyle-inspect.com CM 01 le August 25, 2017 ',reOlodg Charles Paeplow S104\00 Via E -Mail: Re: 12044 W 3 l S' PI., Wheat Ridge, CO 80215 STRUCTURAL OPINION REPORT AND REPAIR DESIGN Dear Charles: On July 20, 2017, Stephen McSpadden inspected the above referenced property at your request. The pur- pose of the inspection was to visually observe the foundation of the home to determine our professional opinion of the structural condition thereof, in order to determine whether structural repairs are needed at this time, and to recommend a plan of repair as needed. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Structural Inspection Engineers. General Information: • The home is a 2 story single family home structure, assumed to be facing North, The home was re- portedly constructed in 1977. • The foundation is of poured concrete construction. • The perimeter walls of the upper structure are of conventional wood frame construction. • No soils report or other architectural/engineering documents were available for review. • A Structural Opinion Report was provided following the McSpadden inspection, indicating need for structural repairs. Please refer to that report for all historical and general information, drainage recom- mendations, etc. Observations, Opinions and Recommendations: • Structural movement and damage has occurred and it is recommended to make repairs per the recom- mendations of this design report. • Wall restraints are needed to address lateral displacements. Full excavation and wall realignments are recommended. • Vertical stabilization is needed at the garage and basement wall interface. • Wall crack repairs are needed. • Steel posts need to be replaced. • A perimeter drain system is recommended. • A floor slab is needed. • PLEASE REFER TO THE ATTACHED DIAGRAMS AND SPECIFICATIONS. Additional Comments: • All foundations are subject to movement over time, due to variations in soil and moisture conditions. The home should be monitored for additional future movement, and any significant movement should be reported to this office for further evaluation and recommendation. Page 1 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. • For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. • This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this firm for the area in question, based on visible components, observations made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. Michael D. Coyle, P.E. President Page 2 of 10 City of Wheat Ridge Building Division COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS .550011--)?,/eAve.11350 Dolvill; CO 80222 Address Job Num: 30-3-745-5209 Datc Page 3 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1 CON I I. INYI C I It)1 1.\(,1\F:Fi2 . IM'. 12' f Y Interior wall plate. i 12" X 28" f 2'-0" !,: 1 min 3A" galvanized rod. { At crack • ;:` nsh in tensile 3" _.t or per r j engineer i, Earth Anchor Plates - 26" X 26" City of YJALL ANCHORS - Foundation Supportx-vorks. Grip -rite. or Engineer's Approved Equal. Wheat Ridge T � Note Any other afternati:e products must be approved by the Engineer prior to submissiOdMing Division �G ©, building permit r C" I }' .'�: �� •iii,: } �-�,�-C go NN� & Page 4 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE INSPECTION ENGINEERS, INC. Clicnl(<) .__--- 2170.St). Parker Road, # 130. Dowei. CO 80231 Address Phrme (303) 745-5209 Fav (303) 745-2571 Job Num: ___ Sheet of Page 5 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. CONTE INSPECTION PNGINTE'RS. IN('. ; -1i 4,, P. ilk, Rood. # 1), i- 10221 AddW Phon, Oolt 745 :201) 1,d, 'i71 .10, Num D, 1, 1`00TIt44 — City ®t Wheat Ridge '3ullclill,c Division KWT-1 nA-.TV--r1Mwm4 VDWII-A& '-;Ott— �AAIW HODS AT +'00 AQI> -5;G0 TQF)PaC*01WnLmm- .6 FUXr::f, FAMC. ON ALLsPEK;- 11 -:5 � 'F IF& AM Yt� M -K F0 07 RA 0 /U') Reft f lvi4 T-007 IN i/" Aiz-6 MVo6?4'r 66) -�;cALL- L-1: LAKVII�, NOTE: Slab not currently present. Sheet of Page 6 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph. (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural in- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. WALL ANCHORS (Approved Systems): • Chance Wall Anchor Kits, by AB Chance • Geo -Lock Wall Anchors, by Foundation Supportworks. • Grip-Titc Wall Anchors, by Grip -rite Foundation Systems. • Alternates other than the above to be submitted to the engineer for review and approval. Mustf have minimum 3/4" all thread rod with minimum capacity of 8,000 lbs, and all parts galvan- ized to ASTM 153 or approved equal. VVheat Ridge • Torque to Manufacturer's Specifications, or 80 FT -LBS if none specified. 8uiitlIr:g Division STEEL HELICAL PIERS: • FOUNDATION SUPPORTWORKS: Model 288 (round shaft) Helical Pile with FS 2888 Retrofit Bracket. Alternates - Model H150 (1.5" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. Model H 175 (1.75" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 175 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 20,000 lbs (20 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 40,000 lbs (40 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 4,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- Page 7 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. EPDXY INJECTION: • All cracks of 1/16" or larger shal be epoxy injected. • SikadurO 35 Hi -Mod LV or approved equal. CARBON FIBER STRAPPING (Approved Systems) IF DETERMINED NECESSARY: • Fortress Stabilization Systems • CarbonArmor • Rhino Carbon Fiber ��tv of FOUNDATION DRAIN: Wheat Ridge • Drain Pipe shall be 4" rigid PVC pipe with drain holes at the 4:00 and 8:00 positions. '"'ld'ng Division • Trench to be a minimum of 8" wide and 8" deep (at the high point). • Gravel to be 3/4" washed rock. • Trench Liner to be filter fabric at sides and bottom of trench • Slope - the trench bottom and pipe shall slope downward from the high point to the sump pit at a continuous minimum slipe of 1/8" per foot. • Pit/Pump - pit to be preformed corrugated plastic, or otherwise approved material, 24" diame- ter +/- and with bottom at least 18" below the bottom of the lowest inlet pipe. Pump to be 3/4 HP submersible. Pennanent electrical supply to be supplied to the pump without need for ex- tension cord. Pit location to be determined by agreement between the contractor and owner. • Discharge Pipe shall be 1.5" diameter (minimum) PVC and contain a check valve no more than 24" above the top of the pit. Discharge location to be determined by the contractor but shall be a minimum of 10 feet from the foundation at a point where ground slope will allow the discharge to continue flowing away from the foundation. Some municipalities allow sump discharge to be placed into the sanitary sewer system, and if allowed in this municipality this would be the preferred method of discharge. A special permit and connection by a licensed plumber may be required. INSPECTIONS BY ENGINEER: • Upon excavation and prior to installation of piers and anchors - to allow discovery of foundation wall cracksibreaks, presence of caissons or footings, condition of void space, etc. At this time the proposed pier and anchor locations will be reviewed and modified as needed to accommodate exposed conditions. Possible need to void below foundation will be deter- mined to allow for foundation elevation adjustments. Possible need for additional repairs de- pending on condition of exposed walls. • Pier and anchor inspection - following installation and prior to backfill. • Drain inspection - upon placement of pipe and prior to addition of stone. • Final inspection -Upon completion of all other work such as posts, epo�• Page 8 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: a CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. a FOUNDATION STABILIZATION: It should be understood that undcrpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. a FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. City of a GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage and water intrusion. The owner is advised to improve and/or maintain drainage per the guidelineMORMidge in order to promote long term structural integrity for the property. Building Division GOOD DRAINAGE PRACTICE (for the homeowner): e Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. a These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. a Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscapc patios may be an alterna- tive. a Hardscapc areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of I% slope (l/8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardseapes to the foundation via rebar pinning. a Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of 1% is acceptable if a French drain is incorporated in the flowline. Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales should be continued to a points inhere natural drainage is possible. a Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil- Page 9 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations, if the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. • Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. Page 10 of 10 City of See attached list for additional requirements that Wheatjdge may apply to this project. COMMUNITY DEVELOPMENT OLO 7 City of Wheat Ridge Municipal Building 7500 W. 291h Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Review is limited to the contents of the plans submitted and any errors or omissions contained herein shall not be construed as permission to allow any conditions to exist in violation of the codes of the City of Wheat Ridge Rough Framing and Wood Requirements The complete rough inspection is to be made after the rough framing, rough electric, rough plumbing, and rough heat and ventilation are complete. The building should be fully enclosed with the roof covering and siding in place. 2 Fire blocking shall be installed to cut off all concealed draft openings in the following locations: (IRC 302.11) A. In concealed spaces of stud walls and partitions, including furred spaces, vertically at the ceiling and floor levels, and at 10 -feet horizontal intervals. B, At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, and cove ceilings. C. In openings around vents, pipes, ducts, cable, wires, chimneys, fireplaces, and similar openings that afford a passage for fire at ceiling and floor levels. D. In concealed spaces between stair stringers at the top and bottom of the run, and between studs in line with the run of the stairs at unfinished walls. 18 There shall be a floor or landing on each side of each exterior door, except where a stairway with 2 or fewer risers located on the exterior side of the door, other than the required exit door, a landing is not required for the exterior side of the door. The landing must be no lower than 73/ -inches below the top of the threshold of the door provided the door does not swing over the landing. (IRC R311) 19 Stairways must be at least 36 -inches in width. Handrails shall not project more than 4% -inches. The maximum rise may not exceed 7% -inches. The minimum tread depth may not be less than 10 -inches. Minimum headroom is 6 -feet, 8 -inches. For stairways with solid risers a nosing of %-inch to 1% -inches shall be provided. When open risers are used the opening between the treads shall not allow the passage of a 4 -inch sphere to pass through. Landings must be provided at the top and bottom of the stairway that is the width of the stairway measuring at least 36 -inches in the direction of travel. Handrails shall be provided on at least one side of stairways with 4 or more risers and ramps with a slope exceeding 1:12. Handrails shall be mounted 34 -inches to 38 -inches above the nosing of the treads. Handrails must be continuous for the entire length of the stairs and provided with a minimum space of 1% -inch between the wall and the handrail. Ends shall be returned or terminate in newel posts or safety terminals. See the requirements and more information. (IRC R311.7.8.2) 20 Handrail Grip Size Shall Be:A. Circular Handrails: 1% -inch to 2 -inches perimeter. B. Non -Circular: ches to 6% -inches perimeter with a maximum cross section of 2% -inches. C Perimeter Dimension Great ha %- inches: shall have a finger recess on both sides. 21 Guards must be provided for porches, screened porches, balconies, fixed seating and raised floor surfaces more than 30 -inches above the floor or grade below. Guards must have a minimum height of 36 -inches. Open sides of stairs with a total rise of more than 30 -inches above the floor or grade below shall have guards not less than 36 -inches high. Intermediate rails shall not allow the passage of a 4 -inch sphere. (R312) Window fall protection must be provided for window openings less than 24 inches above the finished floor and more than 72 inches above grade or surface below. (R312.2) 22 Safety glazing shall be installed in the following hazardous locations and be permanently labeled as safety or tempered glazing: glazing panels in doors; glazing enclosing spas, bathtubs or showers; glazing panels adjacent and within 24 -inches of the edge of a door; glazing panels greater than 9 square feet within 18 -inches of the floor; glazing used for railings; glazing used for barriers for swimming pools and spas; and glazing enclosing stairways, landings, and ramps within 36 -inches horizontally of a walking surface. See the Boulder County Land (IRC R3O8) Heating and Ventilation Requirements 32 Bathroom exhaust fans shall exhaust directly to the exterior and must be provided in bathrooms where windows of at least 3 square feet are not provided. The mechanical ventilation must be capable of providing an exhaust capacity of 50 cfm intermittent or 20 cfm continuous exhaust. (IRC R3O3.3, M15O7.4) 33 Appliances and equipment shall be installed in accordance with the conditions of their listing. Manufacturer's installation instructions must be available at the time of the inspection. (IRC G2408.1, M13O7.1, M14O1.1,(M19O2.2) 34 Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. 30 -inches of working depth and width shall be provided in front of the control side of an appliance. (IRC M13O5.1) 35 Combustion air is required for all liquid fuel, solid fuel and gas appliances. (IRC M17O1.1, G24O7) Electrical Requirements 36 All hot, neutral, and grounding conductors in electrical boxes shall be tied together with a mechanical connection at the time of rough inspection. 37 Recessed lighting fixtures must either be IC -rated or installed in a sealed box in which the insulation is at least 3 -inches from the light fixture. All recessed lights must be tightly sealed or gasketed to prevent air leakage through the fixture into the ceiling cavity. (IRC N1102.4.5) 47 Tamper -resistant Receptacle outlets are required in every kitchen, family room, dining room,iving room, parlor, library, den, sunroom, bedroom, recreation room or similar dwelling areas spaced sot at64 point along the wall line exceeds 6 -feet from an outlet. (IRC E39O1, E3902, and 4002.1-4002.14) o� 'd G 48 Counters 12 -inches in width or wider shall have receptacles placed no more than 20-inc s a ve Ae counter top and spaced so no point exceeds 24 -inches from an outlet. B, Island and peninsula counters with a length at least 24 -inches and a width of 12 -inches or greater must be equipped with at least one outlet. C. At least one receptacle shall be installed in a bathroom within 36 -inches of each basin. 49 At least one receptacle outlet must be installed in each laundry, basement, attached garage and detached garage with power. E. At least one receptacle outlet that is accessible while standing at grade level and located not more than6-feet, 6 -inches (1981 -mm) above grade, shall be installed outdoors at the front and back of each dwelling unit having direct access to grade. Balconies, decks, and porches that are accessible from inside of the dwelling unit and that have a usable area of 20 square feet. F. Attics or crawlspaces containing equipment must be provided with at least one receptacle outlet within25-feet of the equipment. G. Hallways 10 -feet or more in length. 50 Two 20 -amp rated branch circuits shall serve receptacles in the kitchen, pantry, breakfast area, and dining area. At least one 20 -amp branch circuit shall supply bathroom receptacles and at least one 20 -amp branch circuit shall supply laundry. (IRC E3703.2, E3703.3, E3901) 51 Ground fault protection shall be provided on all 125 -volt, single phase, 15 and 20 -amp receptacles in the following locations: bathrooms, garages, unfinished grade level accessory buildings, at exterior locations, crawlspaces, unfinished basements, kitchen counters, within 6ft. of laundry, utility and wet bar sinks, boathouses, hydro massage, spa and hot tub locations. Receptacles must be in a readily accessible location. (IRCE3902, E3902.11) 50 Combination type Arc -Fault circuit interrupters must be installed on all 120 -volt 15 and 20 -amp branch circuit outlets in Receptacle outlets are required in every family room, dining room, living room, parlor, library, den, sunroom, bedroom, recreation room, hallway, closets, and similar dwelling areas. (IRC 3902.12) 51 At least one wall switch -controlled lighting outlet shall be installed in every habitable room, bathroom, hallway, (10ft) stairway, attached garage, detached garage with electric power, and at the exterior side of each outdoor egress door having grade level access. Attics, under floor spaces, utility rooms and basements containing equipment or used for storage must be provided with a switch 52 Smoke alarms shall comply with UL 217. Smoke alarms are to be powered by the building's wiring operated light. (IRC E3903)with battery backup and shall be interconnected so the actuation of one alarm will activate all alarms in the dwelling unit. Smoke alarms shall be installed in the following locations: (IRC R314) A. In each sleeping room; B. Outside each sleeping area in the immediate vicinity of the bedrooms; and C. One on each additional story including basements. 53 Carbon Monoxide alarms are required in a single-family dwelling that has fuel -fired appliance(s), or a fireplace, or an attached garage. The alarm must be installed within 15 -feet of the entrance to each sleeping room. Must be listed by a nationally recognized, independent lab. Plugs into a dwelling's electrical outlet and has a battery backup. They may be combined with a smoke -detecting device if the combined duce complies with applicable law. (IRC R315) 54 Clothes closet lighting shall be limited to surface -mounted or recessed incandescent fixtusesw hoca.m letel ., p Y enclosed lamps, and surface -mounted or recessed fluorescent fixtures.Surface mounted fixtures shaft' be installed on the wall above the door or on the ceiling with the following clearances between the fixture and the nearest point of a storage space: (IRC E4003.12)A. Incandescent fixtures or LED shall have a minimum 12 -inch clearance. B. Fluorescent fixtures shall have minimum 6 -inch clearance. Recessed fixtures shall be installed in the wall or ceiling with the following clearances: A. Recessed incandescent fixtures shall have a minimum 6 - inch clearance to the nearest point of storage. B. Recessed fluorescent fixtures shall have a minimum 6 -inch clearance to the nearest point of storage. 55 Working space must be provided around energized equipment for servicing and maintenance. The minimum dimensions shall not be less than 36 -inches in depth and 30 -inches in width in front of the equipment. Working space shall extend to at least 6 -feet, 6 -inches above the floor. (IRC E3405.2) 56 Electrical fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate n wiring compartments or other electrical parts. Fixtures installed in wet locations must be labeled "suitable for wet locations". Fixtures installed in damp locations must be labeled "suitable for damp locations" or "suitable for wet locations". Switches or circuit breakers located in wet locations or outdoors must be enclosed in a weatherproof enclosure. Outdoor receptacles must have a weatherproof enclosure and an in -use cover. Cord -connected fixtures, hanging fixtures, track lighting, pendants, and ceiling fans shall not be located within3-feet horizontally and 8 -feet vertically from the top of a tub or shower rim. (IRC E4003.9, E4002.8, E4002.9,(E4002.10, E4003.9, E4003.10,E4003.11) Plumbing Requirements 58 DWV systems shall be tested on compellation of the rough piping installation by water or for piping system other than plastic by air with no evidence of leakage. Either test shall be applied to the drainage system in its entirety or in sections after rough piping has been installed . l ) Water test 10 feet above the highest fitting connection or to the highest point of the completed system. The system shall prove leak free for 15 minutes. 2) Air test shall maintain 5 1 b s of pressure for 15 minutes. 59 Piping must be inspected and tested prior to concealing. It shall be protected against physical damage and it must be approved for use and bear the identification of the manufacturer. (IRC P2503, P2603, P2608.1) 60 Bathtubs, walls above bathtubs with shower heads, shower floors, and shower compartments shall be finished with a non-absorbent surface which extends to a height not less than 6' above the floor. Showers must have a minimum 900 square inches of interior area and a minimum dimension in each direction of 30 -inches. Shower valves must be pressure balance/thermostatic mixing valves. Shower receptors shall have a curb threshold not less than 1 -inch below the sides and back of the receptor. The curb shall measure a minimum of 2 -inches to a maximum of 9 -inches above the top of the drain. (IRC R307, P2708, P2709) 61 The centerline of toilets or bidets shall not be less than 15 -inches from adjacent walls or tub. Toilets, bidets, and lavatories must have a minimum clear space of 21 -inches in front of the fixture. Lavatories require a 4 -inch clearance to wall or to a toilet. (IRC P2705) 62 Showers and tub/shower combinations shall have control valves of the pressure balance, thermostatic mixing or combination pressure balance/thermostatic mixing valve types with high limit stop per ASSE 1016 or CSA13125.1. Tubs shall also have a control valve as listed for a shower or a water-temperature-limitingevice that conforms to ASSE 1070. The high limit stop for a device shall be set to a maximum of 120°. (IRS o P2708.3,P2713.3) SAAt 63 Shower doors shall have safety glazing; hinged show door shall open outward. (R308.4.5 , P2708.1) 64 Backflow prevention must be provided to prevent contamination of potable water. This includes but is not limited to: hose connections, irrigation systems, boilers, solar systems, fire sprinklers, and dishwashers. Backflow device must be inspected and approved by a 3rd party agency. (IRCP2902.2, Table P2902.3, P2717) Insulation 65 R-20 Walls R-49 Ceiling R-19 Crawlspace Window U -Factor .32 Floor R-30 66 Supply Ducts in attics shall be insulated to a minimum of R-8. All other ducts shall be insulated to minimum R-6. ( N 1103.2. 1) 67 Combustible insulation shall be separated a minimum of 3 -inches from fan motors and heat -producing devices. Insulation shields must be provided where vents pass thorough insulated assemblies and must terminate at least 2 -inches above attic insulation materials. Can lights must be airtight if located in the building envelope. (G2426.4) Class I or II vapor retarders are required on the interior side of the insulation in framed walls, floors and roof/ceilings of the building's thermal envelope. The vapor barrier is not required in construction where moisture or freezing will not damage the materials, or where the framed cavity (or space) is ventilated to allow moisture to escape. A vapor retarder is not recommended on a concrete basement foundation wall or in a shower/bath compartment (IRC 702.7, R702.7.1). Wallboard Requirements 68 The garage shall be separated from the residence and its attic by materials of not less than %-inch gypsum board applied to the garage side. Garages beneath habitable rooms shall be separated from all habitable rooms above by not less than 5 8 -inch Type X gypsum board. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall also be protected by not less than %-inch gypsum board. (IRC R302.6) Openings between the garage and residence shall be equipped with solid wood doors not less than 1 -inch in thickness, solid or honeycomb core steel doors not less than 1 -inch thick, or 20 -minute fire -rated doors. Openings are prohibited between garages and rooms used for sleeping. (11302.5.1 )Doors between attached garages and living space shall be weather stripped to the degree necessary to make them airtight and shall be self-closing and self -latching. 70 Nail spacing for gypsum board '/ gypum board Ceiling 16oc, 7", nails 12", Type S screws 1/2 wall spacing 24"OC, 8" nail spacing. 12"OCscrews. 5/8 ceiling board 16"OC, 7"nailsI2"spacing, screws 240C 8". 72 Water-resistant gypsum backing board used as the base or backer for adhesive application of ceramic tile or other required nonabsorbent finish material shall conform to ASTM C1396, C1178 or C1278. It is permitted on ceilings where framing spacing does not exceed 12 -inches o.c. for %-inch thick or 16 -inches o.c. for 5 8 -inch thick gypsum board. Water-resistant gypsum board shall not be installed over a vapor retarder in 4hower or tub compartment and may not be used where there will be direct exposure to water, or in are of %tinuous high humidity. All cut and exposed edges shall be sealed. (IRC R702.3.8) �J � CAA,AA Michael Theisen <michaeltheisen@caaprofess ionals.com> 12044 W 31 st PI 1 message Michael Theisen <michaeltheisen@caaprofessionals.com> Sat, Jun 2, 2018 at 9:16 PM To: jaderenovations@hotmail.com Edward, I am the City of Wheat Ridge plan reviewer for your project. See the following comments and question requiring additional information prior to permit issuance: 1) Stamped Engineering documents for the final inspection of structural repairs on previous Wheat Ridge permit #201708442. 2) Stamped Engineering documents required for New basement egress windows. 3) Stamped Engineering drawings and documents required for new basement stairs. 4) Stamped Engineering documents required for new rebuilt covered back porch supporting members 5) Kitchen required to be up to 2012 IRC and 2014 NEC codes 6) Fireplace chase requires more detailed drawings and information. 7) Stamped Engineering documents required for existing 2nd floor front porch. 8) (2014 NEC required) AFCI & GFCI protection required throughout 9) (2012 IRC required) Smoke and Carbon monoxide detectors required throughout 10) At building inspectors discretion, all or portions of interior and exterior finishes require removal for rough inspections. 11) Mechanical and plumbing equipment subject to inspection for code compliance. 12) Front exterior stairs subject to inspection for safety. ie(hand rails, rise run, slope) 13) Proper exterior grading slope and foundation drainage required. Please provide 2 copies of required documents and additional notes to the city building department for review. If you have any questions you can contact me directly during normal city business hours. Thank you Mike Theisen Charles Abbott Associates, Inc. 390 Interlocken Crescent, 3rd Floor Broomfield, CO 80021 303.775.5129 mobile N r O C!J G z om of Wheat MgO 8,,ti&n9 omwon 0 0 � I N E co 04 u LIJ 'n 14 @ -Z E cu cm coI'M a) Cli 00 (A -Z co " x CD N N7— IM L Z- m tn RE 4- 0 ot4 VIAIL- zml)(M.H O-V'Vr,'S .1,C - 4A aL -Wim f 42 C rn a) to cc C- - City of ]��Whcatkdp,c C." ­- - �j , �y [,;FV-Tt�MfNT APPROVED Re ww,,iA-fur tz,ow l ST ��C,.0 �, _ C®)'°� S t ;� f Y IF 77 IV / tt / x'.Ii, le �r� cry ",r W =t COMMUNITY DEVELOPMENd e T APPROVED Reviewed for Code Compliance A lri., xz)n er Y�,o Vslid'M of ce e suance of o permd o/ opP/oval a(plam specifications and computat o s shall not bra pernut for, or an approval of, any violation to any of the provisions of the building code or of any Gty ordinances. Permits presuming to give authority to violate of cancel the provisions of the Building codes or other ordinances of the City shall not be valid. I 2(5qq 03 31 r k f ctk 6i ik cx o ot t '7- t- L F- rl c, L. zr O'x gK Aq m c .0 ZI- 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: M i 5 L. Job Address: _{ �O ►-414 (_) Permit Number: C�O) V\kon.�- ❑ No one available for inspection: Time AMS( ) Re -Inspection required: YesIi o When corrections have been made, cafe e -inspection at 303-234-5933 Date: Inspecto: FNku--- DO NOT REMOVE THIS NOTICE Kimberly Cook From: Charles Paeplow <capaeplow@gmail.com> Sent: Thursday, May 3, 2018 2:38 PM To: Kimberly Cook Subject: Permits 12044 W.31st PI. Hello Kim, I approve Ed Gonzales of Jade Renovation, GCI Contractor, to pick up, pull permits, or be added to existing permits. Best regards, Charles Paeplow City of Wheat Ridge p , Residentail Siding PERMIT - 201800632 PERMIT NO: 201800632 ISSUED: 03/07/2018 JOB ADDRESS: 12044 W 31st PL EXPIRES: 03/07/2019 JOB DESCRIPTION: Siding lower level with Hardi Board concrete siding 1100 square feet, slate stone 480 sq ft. in the front. Window replacement is like for like and .31 U -factor. *** CONTACTS *** OWNER (303)268-2078 CHARLES PAZPLOW GC (720)917-8229 Ed Gonzales 090101 Jade Renovations *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 % *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 6,600.00 FEES Total Valuation 0.00 Use Tax 138.60 Permit Fee 156.75 Investigative Fees 156.75 ** TOTAL ** 452.10 *** COMMENTS *** *** CONDITIONS *** 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, the property owner, by my signature, attest that I currently reside at the project property, intend to reside at the property for a period of one year after completion of the project, and am personally performing all work, without the assistance of hired or professional workers. Consultations and inspections will only be performed with the homeowner of record present. City of Wheat Ridge gar Residentail Siding PERMIT - 201800632 PERMIT NO: 201800632 ISSUED: 03/07/2018 JOB ADDRESS: 12044 W 31st PL EXPIRES: 03/07/2019 JOB DESCRIPTION: Siding lower level with Hardi Board concrete siding 1100 square feet, slate stone 480 sq ft. in the front. Window replacement is like for like and .31 U -factor, I, by in 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 'thax,all;work to be per is disclosed in this do merit and/or its' accompanying approved plans and specifications. Signatu re of OWNER or CONTRACTOR (Circle one)/ Date 1, This permit Was issued based on the information provided in the pen -nit 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 originalermit 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. 4e 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, an violation of any provision of any applicable code or any ordin nce or regulation of this jurisdiction. Approval of work is subject to field inspection. It It Signature o ie uil ng O ficial Date REQUESTS MUST BE MA E BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C o n1 � )a JA 4 Job Address: I a o y y W 31194 - Permit 194 -Permit Number: ❑ No one available for inspection: Time 1 3 l AM/, M Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- -3 U /g Inspector: `T DO NOT REMOVE THIS NOTICE City of Wheat Ridge Residential Miscella PERMIT - 201708442 PERMIT NO: 201708442 ISSUED: 10/19/2017 JOB ADDRESS: 12044 W 31st PL EXPIRES: 10/19/2018 JOB DESCRIPTION: Foundation stabilization installation of 15 wall anchors and 2 helical piers. *** CONTACTS *** OWNER (720)560-1999 CHARLES PAZPLOW SUB (720)441-3611 Byron Johnson 150018 Colorado Structural Repair *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2404 / APPLEWOOD KNOLLS, PARAMOUNT HE BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,460.00 FEES Total Valuation 0.00 Plan Review Fee 246.12 Use Tax 429.66 Permit Fee 378.65 ** TOTAL ** 1,054.43 *** COMMENTS *** *** CONDITIONS *** Work shall comply with 2012 IRC & 2014 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. 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 erm t. I further attest that I am legally authorized to include all entities named within this document as parties to the work `to be per fp all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. /01/4111-7 Signature of O R ONTRACTOR ircle one Date g � ) 1. This permit was issued base on-1lze_i 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 shalt expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand 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 maybe required to be obtained. Issuance of anew 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 9ruaaX. ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. '4, u,+ 4 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat :)-,Ae COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits .ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /0//t7//-7 Add to Permit # 169y- `!3 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 4-4 V/ \N t �- d A e $0'2 - Property Owner (please print): pc, r b V,/ Phone: Property Owner Email: Sv`1`��5 ���'�,�iK� G� ►� Mailing Address: (if different than property address) Address City, State, Zip: Submitting Company: f met S' _�v 1 tz-ey-i.. Contact Person: f �, (C 1 I f1 t n z — Phone: `} 2-0 `-+-! ') L i Contractor: LQ ( u r-h,[ja c�r�•c f'�''�i %®C►r --- {, _ Contractors City License #: � Phone: Contractor E-mail Address: r�Ss 6� Cc i�.r� �OS`�iv'�'%�u�l�l`-i(� cv�f► a Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour — 2 hour minimum). Description jof revised/amended work: f—cv ���w�-t`6,� �` ���� t'� �tb✓1: r.�g�ti � T I -e- r Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ 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 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application ntity on this application. CIRCLE ONE: (OWNER) (ONTRACTO) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CO TRACTO PRINT NAME: 'I- r1 S I ( 11'l t+r, -Z-,e ZONING COMMMENTS: Reviewer: SIGNATURE: DEPARTMENT USE ONLY BUILDIN ARTMENT COMMENTS: Reviewe • � :-----�� JQ L j PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received Water District ❑ Received Sanitation District ❑ Received DATE: /a 15 • /I' OCCUPANCY CLASSIFICATION: ❑ Not Required ❑ Not Required ❑ Not Required Building Division Valuation: $ 0 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. 1805S. Bellaire St., #200 Denver CO 80222 Phone: (303)745-5209 www.coyle-inspect.com CIO 01 8 August 25, 2017 �r�a�RX69 Charles Paeplowg���d`i9 Via E -Mail: Re: 12044 W 31St PI., Wheat Ridge, CO 80215 STRUCTURAL OPINION REPORT AND REPAIR DESIGN Dear Charles: On July 20, 2017, Stephen McSpadden inspected the above referenced property at your request. The pur- pose of the inspection was to visually observe the foundation of the home to determine our professional opinion of the structural condition thereof, in order to determine whether structural repairs are needed at this time; and to recommend a plan of repair as needed. The inspection did not involve any other system or component of the residence. No soil or other material sampling, testing, or analysis was performed by Coyle Structural Inspection Engineers. General Information: • The home is a 2 story single family home structure, assumed to be facing North. The home was re- portedly constructed in 1977. • The foundation is of poured concrete construction. • The perimeter walls of the upper structure are of conventional wood frame construction. • No soils report or other architectural/engineering documents were available for review. • A Structural Opinion Report was provided following the McSpadden inspection, indicating need for structural repairs. Please refer to that report for all historical and general information, drainage recom- mendations, etc. Observations, Opinions and Recommendations: • Structural movement and damage has occurred and it is recommended to make repairs per the recom- mendations of this design report. • Wall restraints are needed to address lateral displacements. Full excavation and wall realignments are recommended. • Vertical stabilization is needed at the garage and basement wall interface. • Wall crack repairs are needed. • Steel posts need to be replaced. • A perimeter drain system is recommended. • A floor slab is needed. • PLEASE REFER TO THE ATTACHED DIAGRAMS AND SPECIFICATIONS. Additional Comments: • All foundations are subject to movement over time, due to variations in soil and moisture conditions. The home should be monitored for additional future movement, and any significant movement should be reported to this office for further evaluation and recommendation. Page 1 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. • For any and all recommended work, care needs to be taken in the areas of underground and overhead utilities. All work to be done in compliance with local and national safety standards, and building de- partment regulations. • This inspection and report do not constitute an evaluation of potential asbestos containing materials or lead based paint, as may be required prior to any demolition, remodeling, or repair. Limitations and Understanding: • This inspection was visual in nature (no invasive procedures or material sampling/testing), but repre- sents the opinions of this finn for the area in question, based on visible components, observations made, and any information provided. • Our opinions may change if there is a change of conditions, accessibility, or visibility from the time of the initial inspection, or if additional information becomes available for consideration. • No warranties are made or implied as to the continued structural integrity of this property, as geology, soil, and moisture conditions are unpredictable, and unknown geological/soil/structural conditions could exist. • Therefore, the value of the inspection and opinions expressed, is mutually agreed to be limited to the amount of the fee charged for the service. Thank you for allowing me to be of service. Please feel free to call if you have any questions. Very truly yours, Coyle Structural Inspection Engineers, Inc. Michael D. Coyle, P.E. President Page 2 of 10 City of Wheat Ridge Building Division COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE STRUCTURAL INSPECTION ENGINEERS Client(s) 5500 E Yale Ave., #350 Dernier CO 80222 Address 17-044- (00, 303-745-5209 wwwcoyle-inspect.com Job Num: Date ........... ........... 7 '7 77 'Z. ... ......... ... ... ... .. .. . ..... L ...... ....... ... ................. of Page 3 of 10 ........... . ......... 77 .......... .. .. . ..... L ...... ....... ... lk� .. ............. .. ...... ---------- . ......... ........... .......... D ........... .......... ..... .... ... . cityof Wheat Ridge ... . A... ...... ... ----- - wilding Division X_ of Page 3 of 10 ........... . ......... COYLE STRUCTURAL INSPECTION ENGINEERS, INC. I t'(_ YLE Ii�!�t'Iit: i'1()\ 1.\i:l1t:F:Kti, INc. ,p -.r I { Interior wall plate - 12" X 28"..� O rrain -c. - - - 3'4" galvanized rad- • :� �..-13 ---��-- --�. i At crack l 85 ksi min tensile 13" or per strength. engineer _. - - - - - arth Anchor Plates - 26" X 26" E :.. City of WALL ANCHORS - Foundation Suppom{vorks. Grip -rite. or Engineer's Approved Equal Wheat Ridge tJote Any other alternative products must be approved by the Engineer prior to submissio(Djgding Division building permit # 1 Page 4 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. COYLE INSPECTION ENGINEERS, INC. Client(s) I 2170 So. Parker Road, # 130, Denver CO 50231 Address Phone (303) 745-5209 Fax (303) 745-2571 Job Nun: Date: Sheet of Page 5 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. CONTE INSPECTION N,NCINE RS. INC. 2 /1) So, PUr4c, ffiw 1, 1/ 13t), Urnvt r, Co Y02 + l Phom t 707174? -'-10I lin G,r121 -45 -';'I k)orjN/, -'�t AA Glenn , _lddre,,-- Joh Nunn _ _ _ _ Datc t8 /� SAWGVT City Of Wheat ©o qo er Ridge n T - 0o- �, $-1'� or YTIt "�18V • BUildi,, �j`i�T1 IJtVIStOR �TYP - � 4 1'i�Yi isF �PEtrtil�tEStJCN lv2w"ar 50vk- N 1+0L9$ AT ¢:o0 1Wt> 71:0 f IJ oT -Tb ve vimRwvy "WAS�tiRa.K \ 4661 (iatLz � mvv%C- ONTor) I4t.L yip6 - 11 -5LOM *F IFS AT Yg p� Foot'�in 11 --� Rf�s 'PKtsS.CT1T SLAM [I= 6t VV NOTE: Slab not currently present. Sheet of Page 6 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR SPECIFICATIONS: CITY OF WHEAT RIDGE CODE DESIGN CRITERIA: • 2012 IRC • Roof Snow Load 30 psf • Basic Wind Speed 105 mph (3 -second gust) • Wind Exposure C • Seismic Design Category Residential B UTILITY LOCATES: • All utilities to be located by the contractor, before commencing with any excavation, includ- ing but not limited to underground electric, gas, water, sewer, cable, phone. • Contractor to notify the engineer of any utility conflicts with the proposed repairs, to allow for modification to the design as needed. • Contractor assumes all risk and responsibility for protecting all utilities. Coyle Structural In- spection Engineers is not responsible for any damages to any utilities caused by the contrac- tor. WALL ANCHORS (Approved Systems): • Chance Wall Anchor Kits, by AB Chance • Geo -Lock Wall Anchors, by Foundation Supportworks. • Grip -Tito Wall Anchors, by Grip -rite Foundation Systems. • Alternates other than the above to be submitted to the engineer for review and approval. Miaw have minimum 3/4" all thread rod with minimum capacity of 8,000 lbs, and all parts alvan- ized to ASTM 153 or approved equal. l Meat Ridge • Torque to Manufacturer's Specifications, or 80 FT -LBS if none specified. Building Division STEEL HELICAL PIERS: • FOUNDATION SUPPORTWORKS: Model 288 (round shaft) Helical Pile with FS 288B Retrofit Bracket. Alternates - Model H150 (1.5" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. Model H175 (1.75" solid square steel shaft) with 8" Helix and FS 288B Retrofit Bracket. • AB CHANCE (Hubbell Power Systems): Model RS 2875 (round shaft) Helical Pile with Chance Standard Remedial Repair Bracket. Alternate - Model SS 175 (square shaft) Helical Pile • Piers shall be 8" (minimum) HELICAL PIERS, installed at locations shown on the diagrams. • Piers to be installed to a minimum safe working capacity of 20,000 lbs (20 KIPS) where safe working capacity shall be no less than 50% of installed resistance (i.e. 40,000 lbs (40 KIPS) for a 2:1 factor of safety). Typical torque to resistance relationships result in a torque installa- tion requirement of 4,000 FT -LBS. • Installation torque serves as emperical verification of pier capacity, yielding an onsite load test for each pier. Therefore, soils testing is not necessary for generating a theoretical ca- pacity. • It is assumed that each new pier will achieve penetration into bedrock or competent bearing soil, and can be installed to the specified capacity. Should bedrock or competent bearing soil (specified capacity) not be reached within reasonable depth/distance, this office should be no- tified for further instruction. • Footings shall be clipped flush to the foundation wall plane, at the pier locations. • Any encountered caissons are to be reported to the engineer for further instruction and possi- Page 7 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ble need for abandonment. • Contractor to maintain accurate pier depth and pressure/torque charts for each pier, showing depth and pressure/torque at each pier shaft section. Charts shall be filled out in real time dur- ing installation, and maintained onsite for engineer review during inspection. Charts shall be provided to engineer in final form upon completion. EPDXY INJECTION: • All cracks of 1/16" or larger shal be epoxy injected. • Sikadur® 35 Hi -Mod LV or approved equal. CARBON FIBER STRAPPING (Approved Systems) IF DETERMINED NECESSARY: • Fortress Stabilization Systems • CarbonArmor City of • Rhino Carbon Fiber FOUNDATION DRAIN: Wheat Ridge • Drain Pipe shall be 4" rigid PVC pipe with drain holes at the 4:00 and 8:00 positions. Building Division • Trench to be a minimum of 8" wide and 8" deep (at the high point). • Gravel to be 3/4" washed rock. • Trench Liner to be filter fabric at sides and bottom of trench • Slope - the trench bottom and pipe shall slope downward from the high point to the sump pit at a continuous minimum slipe of 1/8" per foot. • Pit/Pump - pit to be preformed corrugated plastic, or otherwise approved material, 24" diame- ter +/- and with bottom at least 18" below the bottom of the lowest inlet pipe. Pump to be 3/4 HP submersible. Permanent electrical supply to be supplied to the pump without need for ex- tension cord. Pit location to be determined by agreement between the contractor and owner. • Discharge Pipe shall be 1.5" diameter (minimum) PVC and contain a check valve no more than 24" above the top of the pit. Discharge location to be determined by the contractor but shall be a minimum of 10 feet from the foundation at a point where ground slope will allow the discharge to continue flowing away from the foundation. Some municipalities allow sump discharge to be placed into the sanitary sewer system, and if allowed in this municipality this would be the preferred method of discharge. A special permit and connection by a licensed plumber may be required. INSPECTIONS BY ENGINEER: • Upon excavation and prior to installation of piers and anchors - to allow discovery of foundation wall cracks/breaks, presence of caissons or footings, condition of void space, etc. At this time the proposed pier and anchor locations will be reviewed and modified as needed to accommodate exposed conditions. Possible need to void below foundation will be deter- mined to allow for foundation elevation adjustments. Possible need for additional repairs de- pending on condition of exposed walls. • Pier and anchor inspection - following installation and prior to backfill. • Drain inspection - upon placement of pipe and prior to addition of stone. • Final inspection -Upon completion of all other work such as posts, epC Page 8 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. STRUCTURAL REPAIR NOTES FOR THE HOMEOWNER: • CONTRACTOR SELECTION and VERIFICATION: Structural repairs should only be per- formed by qualified contractors with significant experience. The homeowner is solely responsible for bidding, contractor selection, verification of contractor's experience, licensing, insurance, warranty program, etc. This contractor selection and verification process is not part of the scope of services provided by Coyle Structural Inspection Engineers. • FOUNDATION STABILIZATION: It should be understood that underpinning/stabilization of part of the foundation will minimize future movement in the area stabilized, but will not necessarily pre- vent movement elsewhere. Movement elsewhere (if it occurs) may in fact become more apparent once part of the foundation is stabilized, as cracking may develop at the transition points between the stabilized area and the non -stabilized area. • FOUNDATION ADJUSTMENT: Some incremental adjustments (lifting/lowering/realignment) of the affected area may be attempted with the owner's approval. It must be understood that adjust- ments could cause additional damage to finished surfaces and foundation walls. The owner is encour- aged to be present at the time of adjustments in order to authorize the amount of adjustment to be at- tempted. Coyle Structural Inspection Engineers shall not be responsible for adjustment authorization or for any damages caused by attempted adjustments. GOOD DRAINAGE PRACTICE: Poor drainage has the potential to cause structural damage ant of • i water intrusion. The owner is advised to improve and/or maintain drainage per the guideline fQMidge in order to promote long term structural integrity for the property. Building Division GOOD DRAINAGE PRACTICE (for the homeowner): • Providing and/or maintaining good drainage is recommended in Colorado, in order to promote stabili- zation of moisture content in the foundation bearing soil. Stability of moisture conditions at founda- tion depth is considered essential toward promoting long term structural integrity of all homes. • These drainage remarks are general in nature to all homes in the area, and not necessarily site specific, as each site has unique constraints. In some cases, consultation with a land surveyor may be necessary in order to determine a detailed scope of drainage improvement, based on site constraints. • Provide/maintain positive drainage away from the foundation. Building Codes typically require a min- imum of 2% slope (1/4" per foot) and should be considered an absolute minimum. Ideally, 6" of fall in the first 5' is recommended by most soils engineers in the Colorado Front Range area with expan- sive soil conditions, for landscape areas, and then 2% (1/4" per foot thereafter). However, care must be taken not to raise the soil too high relative to siding/framing. Several inches of clearance should be maintained to deter moisture and pest access. If clearance cannot be maintained, then cutting the soil down and away from the foundation may be necessary in lieu of adding soil. In this case landscape drainage swales and/or french drains may need to be created in order to convey the drainage in a con- tinuous manner. In some cases, addition of sidewalk "skirts" or hardscape patios may be an alterna- tive. • Hardscape areas such as driveways, patios, sidewalks, etc. should slope away from the foundation, at a minimum of 1% slope (1/8" per foot) and should be installed at an elevation that does not act as a barrier to drainage. Where abutting the foundation, the hardscape should be well sealed to prevent moisture penetration. It is not recommended to attach hardscapes to the foundation via rebar pinning. • Construct or improve landscape swales, as needed, to route the drainage around the foundation. The flowlines of the swales should have a slope of at least 2% (1/4" per foot). In areas where 2% cannot be attained, a minimum slope of I% is acceptable if a French drain is incorporated in the flowline. Swale flowlines should be located no closer than 5 feet from the foundation walls. The swales should be continued to a points where natural drainage is possible. • Maintain/repair/replace roof gutters and downspouts, as needed, to prevent leakage and/or overspil- Page 9 of 10 COYLE STRUCTURAL INSPECTION ENGINEERS, INC. ling around the foundation. Install and/or repair/maintain downspout extenders, as needed, to dis- charge a minimum distance of 5 feet from the foundation. Determine the discharge locations of any buried downspout pipes and test with a hose to ensure unimpeded flow and visible (daylight) dis- charge locations. If the discharge locations are not evident, and/or if blockage exists, the pipes may need to be extended or replaced. • Determine the locations of any and all active sprinkler heads, and move as needed to a distance of 5 feet from the foundation as a minimum, and orient so that spray does not fall within 5 feet of the foun- dation. Drip irrigation and/or "misting" heads are generally considered to be acceptable as long as they are used sparingly. Maintain or create a 5 foot wide non -irrigated landscape buffer around the foundation. • Replace or modify any solid landscape edging to allow drainage to pass thru the edging. Remove any plastic weed barriers adjacent to the foundation (within 5 feet). If a weed barrier is desired, use a geo- textile mesh landscape fabric that allows the soil to evaporate its excess moisture. Page 10 of 10 'p,IDA aq 7ou7gys N9 a47lo sa7uo"Fll.ayll : sapoJ 6wipong ay7lo su&Wwd a4j jaNDJ l0 a7D7oln of Ayfoylt,o ;,A,6 of 6u!wlsafd -V r [)♦111Iad'fi7YD1I!(ND APj AuD 1010 ap0�6YSQIlnQ dyllo Sun.Sinofd JyJ ID AYD ' YLadD Tau Toys SuogD)nduIDJ PUD Ol Yp7D1D1� AW 70 7oAD7d®D YD m dDl D as I w:..gt'.. ..oto.. .... .:.. ....:..... •:•••:.••:.••;•••:•.• T �j1 pwddD 70 y WJad o o awDn . d47 7iuu JD .M pot7D ally o I ` .I 1 { :5.• Wl. swweY d 3 sue I . . ..i. . l 1.. �. .......... . T l.I1Gr . W. t uel� wok apo �o; pa�,a AJH a3AOUddd 1N3WdOILUO aOP- �j I -op jo Al!:) m Ul 04 to 100 ,eaTNO t 00\16 7 0 CDL Z }_aro m C) 4 _ J p (D CD �. m O (�1 iJ m � � .� •r. h* CD w r fD m n _L C7 cn O c rq O 0-4 co G7 CD c O CD m m CD -� m o 1 � 0 (D 0 �. - (�1 iJ .� •r. h* CD w r fD m n 0-4 1 � Lo 00 W fD X,— low - v (D Q p� �� pp Ir ZI_ (o , N 0 w CD -i: '. Q 3 .......... 7: .................................... 0 o w -i: '. Q 3 .......... 7: .................................... n 0 0 � o� z v � � � � n off'~ 00 vow C)>� z uoisin!0 6ulp;�n9 a6p1,8Iva kA to M13 z C) CTJ a• e --r n <D (r� CD cn CD 9 ! f �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: 1 k ` , t ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No /J When corrections have been made, call for re-inspecti at 303-234-5933 Date: 10. A3 � � Inspector: 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: T w� Job Address: S� Permit Number: mo lei OU�C���,�JT � �►zP) C�-� WIT1�ItJ ° of 1«1 1w1FVX- 10 %s4 M 10 ov\ v k9 1 1 mL- w, 1 ri-c- WTV00 46 Yues ❑ No one available for inspection: Time y AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 ff Date: I0 19112 Inspector, DO NOT REMOVE THIS NOTICE I2S Cl " Caf Wh6 Rjd1ge Bu ild ing Perm App licatio n (Complete ill highlighted areas) Property Address; Property Owner (p lease arrri `. f'fl �`�,.J City, State, Zip. .. 'hone: Mechanical: City License #� I�Wui ! �1IV M'MMlllp ONIVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEM ENT I Iacrclay° certify that the setback distances pr ° opoie d by this lvrrnit application are accurate curate and €fer not violate: applicable ordinances, € s, ruics or regmUations, of the City of l' he at Rid c or c€ Nvi ant.„ oase eats, or re stric t ons of tic€ r&, that all sstcirsurcutent, sltax vn and allegations made are ;acctrnne, that I have read as d agree to alaidc by all conditions primc:cl a ?ta this application and that f ass'unle full responsibility for compliance ac th alalaliccable City ttt`Wheat Ridge cod N and ordinances for work under any, pennit issued ba s'M oil dais application, that I am the legal tswnc'r or have Iacen authorized by (fie I" al olvocr of Ow prcalrct`te' to p rlonn the a iesc'ribcd ca €arle and am also authorized by the legal € wn r of "any cratity included (%ta this application to list that ctttityr sail this application, ma ,vr- (f11vvER) (+t "oN'TR,4 C`70R) r< (tit" !a'daf7l * 117I f'la't 2 '7 t7l1' wl crf" fgYA'ER) (C PRINT � �� � w ���TtaC T: t � DA T E: Y l INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS - DATE ' INSPECTOR INITIALS COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic R - Weatherproof/ French 'Drain - Sewer Service Lines t - - Water Service Lines - v , K POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - "` Electrical (Underground) Plumbing (Underground) Heating (Underground) Do NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED - �; ROUGHS i T: Sheathing Lath / Wall tie Mid -Roof ai „^ Electrical Service Rough Electric 3 Rough Plumbing Gas. Piping ' Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw FINALS Electrical Plumbing Mechanical Roof R Building Final Fire Department t R.O.W & Drainage - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLIC WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, . BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION '. - OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. ORR OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ♦ 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: lZaae Job Address: /204/1/ 1,1�s v"I st C� Permit Number: 6q_ , 1)31 IlAd r %2)°2 1 -2 i I I 9-_No one available for inspection: Time S /0 AM03M Re- inspection required: Yes f'NPo *When corrections have been made, call for re- inspection at 303- 234 -5933 Date: -2 6 - iv Inspector: DO NOT REMOVE THIS NOTICE ♦ All 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: tU(r ' 00 Job Address: V I Permit Number: otigf 3f a ❑ No one available for inspection: Time 2 `f y AM/ M Re- Inspection required: Yes (o When corrections have been made, call to re -i spection at 903- 234 -5933 f Date: I2'! .XT Inspector: r, iii lr r/ DO NOT REMOVE THIS NOTICE J INSPECTION RECORD Occupancvrrvpe ~°INSPECTION LINE: (303) 234-5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR COMMENTS: INITIALS Footings/Caissons Stemwall / (CEG) Concrete Encased Ground Reinforcing or Monolithic Weatherproof/ French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie - Mid-Roof - Electrical Service - Rough Electric - Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR T Framing Insulation 11/18/09 CITY 3.46NPHNT_RIDBdba - Drywall Screw Robert Fowler FINALS RECEIPT NO:CDA003292 - -AMOUNT - BPSP Reroof 28 sqs 330.34 Electrical 094131 Persit Fee 199.30 Plumbing Use Tax 131.04 Mechanical PAYMENT RECEIVED AMOUNT Roof US 4950 _ Auth Code: 330.34 Building Final -045798 TOTAL 338 34 Fire Department . R O W & D i . : ra nage INSPECTIONS FOR PLANNING & ZONING FIRE AND PUB LICE WORKS nParking scaping SHOULD BE CALLE D AT LEAST ONE WEEK PRIOR TO FINAL INSPECTONS. ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED city Of D9tR: jPCOr i'MEhIt1T Per►,tllo: MM1JNi1Y DEVEi.O Building Diwlsfon 7500 W. 291h Ave„ Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 n r -L-3 Facsimile Building Permit Application Use of space description): VA J/t, I PC u ~~I C t Plan RI.A. 'ttme ofsubmrttaq: E - M-0 rjlEl Ali ~ffe1Gr~1& OWNERfCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cerlty that the setback distances Broposed by this permit application are accurate, and do not violate applicable ordinances, rules or ragulaRrOns of the City of Wheat Ridge or covenants, easements or restrictions of reulshi; that all maasummants Shawn. and allegations made are accurate; that I have read and agree to abide all conditions printed 06 this application and that I assume full responslbillty for compliance with the Wheat Ridge Building code C) and all other applidsf le Wheat Ridge Ordinances, for work under this permit. Plans subject to field Inspection. CIRILCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: SIGNATURE: ~mMNO.4'M13IIj~l - . PIlHta145t~t!IL9lVr~: F Ja 1 ' t~eetaYOYEY: d%6j}Qfrrk/^4omirnanta 1:TdisapP>m'rsd n.nowdew-.rdpuOd valuation: bate; Credit Card Payment: Use credit card listed on Print name. _ 5ignatui stab C©Ometers: ComRoy Name: License. E rati ate: Trad . ra essi+a royal: C O ~ Of d 3 Z a W C~ J) d W ~ 0 1° p c ,n Q ~ O W an i W = O ' o y Q N S ~ r w ~o ~ M M ~ O 0 y Of Z ~ LM a; 0 V L ~ ~ o O ~ N N A m ~ v r ~ ~ J ~ d C 0 L L 41 C O ° ~ A ~ 0 . > c p . 5 ~ , . ~ N d ~ 6° z F - d~ ~ 0 j O ~ ~ $ E W y ~ ~ w a F- od O c~ Z ~ ~ c \ Q ~ A O ~ V ~ = Y 16 Q 3 c ° v > c o m ~ d 3 a ~ Z W ~ m W V in W 0 ° p ~ m a LO N ~ a OD N H a ~w W M W = O ~ l 0 ~ O Q N M ~ * ~ H N ~ ~ ` ' O 0 > a Z r ~ ~ Q U L ~ °1 3 a o ~ o J ~ ~ / ♦ cc D L M J > cc d C O L t>0 E ~ td w ff o ~ m 0 . ~ ~ o • v, ~ w c ~ ~w ~ W r E v ° d d =a o d c = ~ d o u L U ~ W 0 V 3 c F ~ H w 0 2 w ~ H Z G ~ ~ 0 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 12076 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date : 4/27/2001 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner : Property Address : 12044 W 31 ST PL Contractor License No. : 17152 Phone : 238-5585 Company : Precise Plumbing Phone : 534 0881 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 restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED DATE Description : REPLACE WATER HEATER, READY FOR INSP. Construction Value : $498.00 Permit Fee : $23.50 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $23.50 use: C',Olf 023 BUILDING DEPARTMENT USE ONLY Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subjed [o the laws of the SWte of Colorado and to the Zoning Regulalions antl Building Code ot Wheat Ritl9e, Coloratlo or any other applica6le ordinances of the City. (2) This pertnit shall ezpire if (A) ihe work authorized is not commenced within sixty (60) days from issue da[e or (B) the building authorizetl is suspended or abantlonetl for a penod of 120 days. (3) It Ihis permit expires, a new permit may be acquired for a tee of one-half ihe amount normalty required, providetl no changes have been or will be made in Ihe original plans and specifications antl any suspension or abandonment has not exceedetl one (1) year. IF changes are made or if suspension or abandonment exceeds one (7) year, full tees shall be paid for a new pertnit. (4) No work ot any manner shall be tlone that will change the naturel flow of water causing a drainage problem. (5) Contrector shall notiy the Building Inspector hventy-four (24) hours in advance for all inspedions antl shall receive writlen approval on inspection card before proceediin ' successivephasesofthejob. (6) The issu a it he approval of drawings antl specifications shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the in other ordinance, law, rule or regulation. • Chief Building Inoector DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTiON DIVISION - 235-2855 . CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : ConUactor License No. : (2aYz11:' ? / 7i s-z Company : P- PCis e /'~9/~m .Z' C ~ 04VNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I naraby artiry tnac me semaac aisbnees orovosea q this permrt apcaotion are acwrats. anC Co noc noute applinbb oroinances. rubs or regvuuons W Ne Cdy of Whea[ Ridye or covsnants. aasemenn w rostnUions af taaoriy; Nat aY meuurameMS shown. ana aUsqatqns ;maCS are aewnie: Nat I hava reaa arW aqrae to aDtle by 80 contlrtbns pnMaO on fhis spp4cadon. ana Mat I assurta 1u11 rosponsOiYly~r wrtapnanca wah y~e WMaat RWgs Bu~7Airy Code (U.B.C.) ana aG othx appticabk NRaat R a oramancas. for work un0sr Mis psrmK. (ONMER)(CONTRACTOR) SIGNEDI~ ,c~~pqTE Phone: 2- Phone S- sr/ ConsWction Value : z{ i Pertnit Fee :;z 3i S Use Tax : Sp~ --S ft'"O} Total : 2 3 5- G Descnption: ce uA, /fYa{~~ J 'r"Rd BUILDING ,.^.EPARTMENT USE ONLY ZagIfiiYL'DHftlrfiflt~ APProval : Zoning : ~ dlhu~! Apptoval : °L~J9~il~'~(~'~YhRl~11Z6'! Approval : Occupancy : Walls Roof : Stories : Residential Units : Electncal License No : Plumbing (.icense No : Mechanical License No : Company: Company: Company: Expiretion Date : Expiretion Date : Expiration Date : Approval : ApProval : Approval : ~ : P1~ns'RSqu(red= ~ POUis R~uUed.°.:y A rpAppgmuU9i! (i) mis xrmrt was awea n aoooraanu wmi ma pownro adt iaei n yoau aopuraaon am n su010et m tna aws d tne Sbu W Cabwao arq m uv Zarwq ReqWaoons ano Buikug Coea of wneat Nwqs. Co:oraoo a airy pna auppnbN oromanos of ma Ciry. ;2l Tnis parmrt snall eipue A(A) me wonc auvwnzw a rot ~ a0arb on[a fw a osrq0 0l 120 Oayswnpun sury 160) aaYS ham issw G4 or (B) IM OuYCUp autennzae u tuspeneW or . (3) 1( we vsrmrt "wns. a naw oMmt m+v w11o7uuw tor a 4t W one-Mn tM amoum namW 'aauusA. povww no aunps na" Owi a wil Dr mea n iM onqwi yana ana ~pealftaeons sna ury fufo~nnon a awneennrnt naf not ~+o~ww one I t) Yer. iI uwpy ara mwe w d autpmspn w awWOnrwrt esuaas one 11) yeu. MI hef fnW Os ww for a new wrmt (4) No woM of anY mannn fnad be eona vut wYl wnqe cN nanw Mw W waur ausrq a anvuqe pveMm. (s) concac+or snan noury me Bwainq insowor n.arny.Ie„r 124) r,eurs wi awsnee ia au inspecoons am uue rece,va wnaan aoarovu on unipOmon ora oekn vroreecnnq wnn sucoasane onasas of Ne po. (8) T1ie uswnce of a Dermrt or Ne aDG/OV1i of Enwinqi an0 SOealf:atlOn3 inall not Da Wn3WlG W Da a permo Ay. w an applOVa1 of. any ndiDOn Of IM pWOqnf 0f VI! Dw10inQ COOGS Of 1ny ON!/ OfGlnitlQ, I]W. N:C OI!l9WU0l1. Chief Bwiding Inspector Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 7500 WEST 29th AVENUE 237-6944 EXT. 255 P.O. BOX 638 PERMIT VALID ONi JOB qDDRESS ~ o_ L~ (j CONTRACTOR _~Ini nc R n _ ~ BY ADDRESS CITY p., PHONE Lf~jd ZIPCODEnr~~3/ ~ LICENSE NO. UMBING PERMIT S7ATE LICENSE N0. 1. TYP E Ground ❑ DATE ~ 2. MATERIAI SIGNS Woll❑ Proiettinq❑ S 3. ILLUMINATION Yea❑ ❑ TYDs or D Feo~ 70101 Spuors Fset 4. SET BACK FROM ppOPERTY LINE N EIKt. Psr mi} No (Specily which ia }ronf ) T 1 ~ S~ E . W Zone_,_ A ~ ❑ pprOV-d,2one lnspector . YPE SolidO MOre Than 80% OpanO FENCES MATERIAL LOIt Than 80° /e Open Disopprwed 3. SET BACK FROM PROPERTY LINE N Hoiph} (Speciry wnieA ie froni) ~ S E ~ W ZOi ❑ O p 7DrwW,Zone Impeefor 1 . E2oDF - TE~2 -oFF- ~kEPl,4c~ 7 Di~aOCrovad OTHER 2 1 7F~iv a,res 3. DEPARTMENT OF GOMMUNI7Y DEVELOPMEN7 BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO E---F - PERM17 N0. M91!/17551 ! " La ZIP CODE $ 49"ICXJ - .4 DRAW SKETCH pft SHOW BEIOW,THE FENCE,SIGN,OR OTHER S7RUCTURE,GIV"'G pIST4NCES FRpM pp (SETBACKS 017 PROJECTIONS INCLUDED) OVER7V LINES. ~ SPECIFY NORTH STREET N4ME SMOW DIS?ANCES FROM THE M41N BUILDING TOADJOINING HOUSES, STREE7S, AND PRpPERTY LINES; ON IRREGULAR LOTS, SIqW LEAST DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DIST4NCE. , MECHANICAL PERMIT THISAPpLICA710NAWILPLBCOMEAOpE MIOTR70 PeRFOaB~NGNp AEEpT ORC ONLY UPON VALIDATION BYTHE BUILDING INSPEC710N DIVISION. - PEBMIT WILL EXPIRE 180 DAYS FROM iHE DATE OF ISSUANCE IP WORK IS NOT STARiED WITHIN THAT iIME. ELECTRICAL PERM17 STATE LICENSE N0. ~ ALUMINILditiµ~RE ~pypERSIZE 8 ILl! N0. TEMPORARY METER NEW SERVICE - AMPS CHANGE SERVICE-AMPS LIGHTING HEATING POWER SUB-CIFCUITS UTIl17Y ( RANGE, DISPpSE R, EFIXTURES WIRING MOTOf7S d CONTROLS SIGNS 7RANSFORMERS 9 REC7FIERS ADDITION TO OLD WORK MOTORS OVER I HP REMARKS_ I Aareby ocknowledpe Mat this opplico- tlon q correct ond undersfond ihot I cannol itorf tAiy projdci unfil ihia oppli- eati0n is opprovetl. I sholl comply wifh Ihs IOwf 0f the Sfote ol Colorado and fo Ihe Zoninp Repulofione and Buildinq :ode of~Ae Cify ol Wheoi Ridqe. Any iolotio of the obove ferme will couse m~nedj~ ro o! thls vermit / i MECHANICAL PERMIT =w'= MOT WATER - DISP DISH WqSHER SEWERS PERMIT FEE USE TAX TOTAL FEE APPROVED DISAPPROVED CHIEF BUILDING AND OWNER _ ADDRESS PHONE CONTRACT $l ~7 ~U ,Cityof Wheaf Ridge Date Issued/,n-l, j q / ~ _W CALL 237-6944 EXT. 255 24 HOURS IN ADVqNCE FORINSPECTIONS