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Home My WebLink About9490 W. 38th Avenuei CITY OF WHEAT RIDGE 1�9�Building Inspection Division (303) 234-5933 Inspection line 1(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 'aO.3 - 1SO-we r 0 C-7 x Job Address: c1 (A) 7S'gih � Permit Number: D ) q D ;g 3 f. )6c-.jes_ V/C ❑ No one available for inspection: Time = AMP Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 r Date: 1 Inspector: 7 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C) 0-7- c, P P) v ;-.., � n Job Address: C11I 4 rd U _356_i-6 Permit Number: aD / 9 ® '? 3 1, ❑ 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: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge p E -Res. Sewer/Waterline Repair PERMIT - 201902365 PERMIT NO: 201902365 ISSUED: 11/12/2019 JOB ADDRESS: 9490 W 38th Ave EXPIRES: 11/11/2020 JOB DESCRIPTION: Repairing 10 feet of sewer line in yard, clean outs in driveway. *** CONTACTS *** OWNER (970)596-4541 COMPEAN JESUS SUB (303)766-7500 JEFF BELK 021818 PLUMBLINE SERVICES LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 4,250.00 FEES Total Valuation 0.00 Use Tax 89.25 Permit Fee 125.05 ** TOTAL ** 214.30 *** COMMENTS *** *** CONDITIONS *** ALL sewer repair/replacements for which a permit is issued MUST be inspected by and receive written approval from the City of Wheat Ridge BUILDING DIVISION, regardless of inspection by any Sanitation District representative. Inspection and approval of work by any Sanitation District representative DOES NOT grant authority to cover work without the approval of the Building Division. **For trenchless sewer replacements - The contractor will verify proper slope of new sewer piping in conformance with the IRC and IPC of 1/4 inch per foot unless otherwise allowed specifically by the applicable code. The plumbing contractor will provide verification of proper slope and drainage in writing as a condition of approval of the permitted work.** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. c 1) A o 2 i 86'i Bpsp i APPL ,, r r r r, IM T . rk. ... PAYMENT RECEDED FI F / 4705 AUTH CODD 6-67W City of Wheat Ridge 4. E -Res. Sewer/Waterline Repair PERMIT - 201902365 PERMIT NO: 201902365 ISSUED: 11/12/2019 JOB ADDRESS: 9490 W 38th Ave EXPIRES: 11/11/2020 JOB DESCRIPTION: Repairing 10 feet of sewer line in yard, clean outs in driveway. 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 1 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 attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be PC,Ormeisdisclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements; fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for or an approval of, any violation of any provision of any applicable code or aq 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. Dina Kemp o%f6'� r 3&�S— From: no- reply@ci.wheat ridge.co.us Sent: Monday, November 11, 2019 9:22 AM To: CommDev Permits Subject: Online Form Submittal: Residential Sewer or Water Line Repair Permit Application Residential Sewer or Water Line Repair Permit Application This application is exclusively for RESIDENTIAL SEWER OR WATER LINE REPAIR - IN YARD ONLY - NO RIGHT OF WAY WORK. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes residential sewer line or water line repair - in yard only? PROPERTY INFORMATION Property Address Property Owner Name Property Owner Phone Number (enter WITH dashes, eg 303-123-4567) Property Owner Email Address Attach Credit Card Authorization Form - **DO NOT ATTACH RANDOM DOCUMENTS 9490 W. 38th Ave Jesus Compean (970) 596-4541 phidoux1960@gmail.com 1 `�/ q Is- D 20191111092544.pd CONTRACTOR INFORMATION Contractor Business Plumbline Services Name 1 Contractor's License 20484 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-356-8578 Number (enter WITH dashes, eg 303-123-4567) Contractor Email Address permits@plumblineservices.com Retype Contractor Email Address DESCRIPTION OF WORK Is this a sewer line or water line repair? Length of repair Location of repair (backyard, frontyard, etc) Provide additional details including installation of clean -outs. Project Value (contract value or cost of ALL materials and labor) permits@plumblineservices.com Sewer Line 10' Front Sewer repair yard. Cleanouts in driveway 4250.00 SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may not begin on this property until a permit has been issued and posted on the property. Yes Yes 2 I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Scott Cutting Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge .y w Homeowner Roof PERMIT - 201703971 PERMIT NO: 201703971 ISSUED: 07/14/2017 JOB ADDRESS: 9490 W 38th AVE EXPIRES: 07/14/2018 JOB DESCRIPTION: Replacing old damaged roof shingles with new asphalt shingles - 28 squares *** CONTACTS *** OWNER (970)616-9755 COMPEAN JESUS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7,196.00 FEES Total Valuation 0.00 Use Tax 151.12 Permit Fee 172.60 ** TOTAL ** 323.72 * * * COMMENTS *** CONDITIONS *** 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to.be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. L��, � �, J_% k Occupanc> T• _e INSPECTION RECORD INSPECTION ONLINE FORM: http://www.ci.wheatridge.co.us/inspection No ReP INSPECTION REQUEST LINE: (303) 234-5933 Inspections will not be performed unless this card is posted on the project site. **Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.** Inspector Must Sign ALL Spaces pertinent to this project Foundation Inspections Date Inspector Comments Initials Pier Sewer Service Concrete Encased Ground (CEG) Plumbing Foundation / P.E. Letter Mid -Roof Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground/Slab Inspections Date Inspector Comments Initials Electrical Comments Sewer Service Floodplain Inspection (if applicable) Plumbing Final Electrical Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Inspections Rough Inspections Date Inspector InitiaJs Comments Wall Sheathing Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Mid -Roof Final Plumbing Final Mechanical Lath /Wall Tie Roof Final Window/Doors Rough Electric' Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. Rough Plumbing/Gas Line Rough Mechanical Rough Framing Rough Grading Insulation Drywall Screw / Nail Final inspections Date Inspector Initials Comments Landscaping & Parking / Planning Dept. Inspections from these entities should be requested one week in advance. For landscaping and parking inspections call 303-235-2846. For ROW and drainage inspections call 303-235-2861. For fire inspections contact the Fire Protection District for your project. ROW & Drainage / Public Works Dept. Floodplain Inspection (if applicable) Fire Inspection / Fire Protection Dist. Final Electrical Final Plumbing Final Mechanical Roof Final Window/Doors Final Building NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy. "For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage by the Building Division. Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued Protect This Card From The Weather 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: �- on r Job Address: g w 9 o tv Permit Number: -0 n l '7 0 3 `i -7 / !n4 ! ❑ No one available for inspection: Time M PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234- Date:- ', / E Inspector: DO NOT REMOVE THIS NOTICE L-) City of Wheat Ridge �K Homeowner Roof PERMIT - 201703971 PERMIT NO: 201703971 ISSUED: 07/14/2017 JOB ADDRESS: 9490 W 38th AVE EXPIRES: 07/14/2018 JOB DESCRIPTION: Replacing old damaged roof shingles with new asphalt shingles - 28 squares *** CONTACTS *** OWNER (970)616-9755 COMPEAN JESUS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 2406 / BEL AIRE,HILLCREST HEIGHTS, ME BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 7.196.00 FEES Total Valuation 0.00 Use Tax 151.12 Permit Fee 172.60 ** TOTAL ** 323.72 *** COMMENTS *** *** CONDITIONS *** 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. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) requires an approved inspection prior to installation of ANY roof coverings and is require on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. In order to pass a final inspection of elastomeric or similar type roof coverings, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be required, the 3rd party inspection report will be collected at final roof inspection performed by City of Wheat Ridge. If report is not available the final inspection will not be completed. City of Wheat Ridge Homeowner Roof PERMIT - 201703971 PERMIT NO: 201703971 ISSUED: 07/14/2017 JOB ADDRESS: 9490 W 38th AVE EXPIRES: 07/14/2018 JOB DESCRIPTION: Replacing old damaged roof shingles with new asphalt shingles - 28 squares I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable wilding codes, and all applicable municipal codes, policies and procedures, and that I am le legal owner or have been authorized by the legal owner of the property and am authorized to obtain thispermit 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 perfrmed and that all work t8 be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior andspecific 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 ermit shal.l.e cortistTuod to be a permit for, or an approval of, an violation of any provision of any rd applicable code or any oulati sdiction. 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 Iid C(0_)MUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(q_)_ci.wheatridge.co.us FOR OFFICE USE ONLY Date: Plan/Permit# Plan Review Fee: Building Permit Application Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "** I TH Property Address: i �% 3 t _ kc�� V)d i ,ez�06j C, (�o. 7sSPrProperty Owner (p/ease print): Phone: 9 70 -- 616- V755- Property operty Owner Email: n c a"Lilmid Mailing Address: (if different than property address) Address , State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Contractor: Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ❑ COMMERCIAL X RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION 2 RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) / 8 P It 4 (rA1 K� C,e J Sq. FULF ;-800 5Q. Fc. Amps .0/1.M14(j r j2 leono= Btu's Gallons Squares A8 Other 2-6 Project Value: (Contract value or the cost of all materials and labor included in the entire project) 3, 5-0 c) �' OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE:(OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):Lj` ✓-S�t/ G/7/� DATE: 0f T ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ 7, City of Wheat id e COMMUNITY DEVELOPMENT Official Certification of Property Owner Permit THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently reside at the project property, or 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, or, if hiring sub -contractors, list them on the permit. Consultations and inspections will only be performed with the homeowner of record present at the project property. Property Owner(s): x�S Project Property: �� •-- S� f! II1,5- Notarized signature of Applicant State of Colorado } County of Je.fyCT } ss The foregoing instrument was acknowledged by me this _J �__ day of , 200 by J Csu S CADrn gun E UE MCRIMMON ARY PUBLIC OF COLORADO t) # 20154009457 EXPIRES MARCH 06. 2019 MyCommission Expires / /20j'7;?4— No I' DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) 13840 5/9/02 Property Owner: Property Address Contractor License No. Phone : 431-4659 Company : NIKOLAY MUZYCHENKO Phone : 431-4659 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDINGAND 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 fr complia e with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rjd'ge ordines, for work under this permit. (OWNER)(CONTRACTOR) SIGNED .Cif'C_JT~G9/.~ DATE OS-Or/-0y_ Description : SFR POP-TOP AND GARAGE ADDITION BUILDING DEPARTMENT USE ONLY inalmigoo SIC Approval : DM COMPLIES WITH REQUIREMENTS Zoning : R-2 _ Approval: DM NIKOLAY MUZYCHENCO 9490 W 38TH AVE 21290 OKAY Building Permit Number Date Construction Value : $41,942.00 Permit Fee : $563.45 Plan Review Fee : $0.00 Use Tax : $503.30 Total : ~ $1,066.75 Use: mommilsomim Approval : Occupancy : Walls Roof Sq. Ft. : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company : Expiration Date : Approval : (1). This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regula[ions and Building Code of Wheat Ridge, Colo2tlo or any other applicable ordinances of the City . (2) This permit shall expire if (A) the work authorized is not commenced within sizty'(60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may he acquired for a fee of one-half the amount normally required, provitled no changes have been or will be made in the original plans and specifcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, full fees shall 6e paid for a new permit (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem. (5) Contractor shail notify the Building Inspector twenty-four (24) hours in advance for all inspections antl shall receive written approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a pe i r the a~pp~m{y,~aI of drewings and specifrations shall not be wnstrued to be a permit for, nor an approval of, any violation of the provisions of th in u~ ✓ C other ordinance, law, rule or regulation . . 17 Ghief Building Inspector • oF wHEAT DEPARTMENT OF PLANNING AND DEVELOPMENT ~ o BUII,DING INSPECTION LINE - 303-234-5933 ~ m CITY OF WHEAT RIDGE 7500 WEST 291'H AVENUE ~Ot oaaa° WHEAT RIDGE, CO 80215 -(303-235-2855) Property Owner: A1'JAG(910 C// '$f'(59A PropertyAddress: (?J90 u~ ~j$~4;,cs= r;(ff'l~c Contractor License No.: Building Permit Number. (3cy~~ Date: 51 -/f /M- 1211GlP- g'OOS,3Phone(Yc7-~ Jl~?l ~llJ S~~y~ / Company: Ce) L'.L~ Q' Phone 7_?-(J C~L/O Zl ~ S(~ OWNER/CONTRACTOR SIGNAY'ORE OF UNDERSTAND WG AND AGREEMENT I hereby certify that the setback distances proposed by this pemut application are accurate, md do notviofate applicable otdinances, mles or regulations of the CiTy of Wheat Ridge or covenants, easements or reshictions of record; thatall measurements showq md allegations made.aze accurate; that I have read md agree to abide by al( conditions printed on this application md that I assume full responsibiliry for compliance with the Wheat Ridge Building Code (U.B.C) md all other appticable Wheat Ridge Ordinances, for work under this pertnit. /I (OWNER)(CON7RAC1'Ox): SiGNID Descriprion: S)C-7 /'z pop- T~~~ Cot ra o c,e TOt31:$ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: . Approval: ar- ' a C4 C40 Zoning: ? BUILDING COMMENTS: Approval: C9K , PUBLIC WORKS COMM ENTS: Approval: Oceupancy: Walls: Roof. Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Y~- EWA_ Company: ComPan Y Expiration Date: Expiration Date: Expuation Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in yoar applicaROn md is subject to the laws of the State oF Colorado md ro the Zoning Regulafions md Biulding Codes of Wheat Ridge, Colorado or mmy otlier appGcable ordinmmces of the City. (2) This permit shall exp'se if (A) the work authorized is mt commenced witLin sixty (60) days from issue date or (B) tlte bnilding autliorized is suspended or abandoaed for a pedod of 120 days . (3) If tltis permit expires, a new pecmit may be acquired for a 4ee of one-half the mnount nonnalty reqnired, proviAed no changes have been or will he made in the original plavs md specifications md any snspension or ahandonment has not exceeded one (1) yezr. IFChan~es have been or il suspension nr.ibaudnnmem exceeds one (I) year, fu(1 fees shall be paid for a new pennil. (4) No work oF any mamer sAa116e done tliat will change tlie nan¢al flow of water causing a drainzge problem. (5) COnhactorshali¢ofifytLeBuildinglnapectortwenty-fow(24)hoursinadvanceforallinspecfionsandshallreceivewnttenapprovaloninspectioncartlbeFore proceeding with successivephues ofthejob. (6) 17ie issuance of a Imit or the appmval of drawings a¢d speclf'ications shall not be constriied to be a permit for, nor an approval of, any violation oF tlie prorisions of fl Iding codes or any other ordinmce, law, rule or regilation. Construction Value:$ 4!! `/z,-„2 Permit Fee:$ Plan Review Fee:$ Use Tax:$ \ City of Wheat Ridge, Colorado Building Division Plan Review Correction Notice Address: 9490 W. 38th Ave Owner: Muzyehenko Project: SFR-Pop-TOp/ Garage Occupancy: R3/U1Valuation:$41942 ,f~ ~ Date: February 14, 2002 zp7` 1. Provide structural updated plans for 2x4 basement walls supporting two floors and roof. 2. Garage window is shown to be still remaining. Not allowed on one hour wa11 construction. ~ 3. Detail how the existing ceiling members are to be attached to the new floor framing. ~ Provide electrical service information and calculations for additional circuits. ~ Need a copy of the Deed 6. Need a survey, not just a site plan. Please make these additions or corrections to the submittal and resubmit for review, if you have any questions please contact me at 303-235-2850. Thank You, &Z Bob Gas ar Building Inspector Van Dyke Engineering 9542 W. Louisiana Avenue Lakewood, Colorado 80232-5154 303-986-6096 303-987-8808 fax Baldry and Associates Att: Bif 1670 Carr Street Lakewood, Colorado 80227 Re: Muzychenko, 9490 W. 38' Avenue, Wheat Ridge, Colorado; Dear Mr. Baldry> I reviewed the foundation on the ex'ct'~ hon~e for adding a second story addition, and find the eacisting foundation to be adequate to support the new addition. The computer printout sheets are attached that present the computations based on my weight values for each component of the existing and pmposed structure to verify that the existing footer size is adequate to support the new loads. ff yop have any questions or comments relating to tlris aoalysis, please ~ontact Attachments (5) i cerely Mer ' e W. Van Dyke, ~Qp,pO REG/S' ~ 9471 m; ~.n'•. • ~t, January 29, 2002 8542 W. tauisiana Ave. • i.akewood, CO 80232 21 p 303-986-6096 BY: PROJECT: MUZ- `i'~4e)U K-2 DATE: PAGE OF F~p+rzwv.~ A65[!sN - f'BA S~e~.,p sran.~r A-Oeczr,a~~ t2ooF -r2uss: 4 = 21' CZ "c 21`Xl'K55 ; zo 57ffi /ilt5LU Fc t9nfy; G= z ~ - s s c r.j r g g 4, G~ a- s r G~srz,; 4 '*8 - , r'c+J~mR ~ccs~.~: 8`Ko, to7`,~~1.0 fC t 5v P~F = s~+eF FR-R7tiGE Ivfkw4 - toe) 012.x4t uA-s.L. s a C ~a~ •~'m ~r ~ o a 9471 m: vo~ ; ~~e QLN/61VAL 2'2-* .Yk n t.&1.ot i( k/c Floor Joistf 94 Uniform Building Code (91 NDS) I Ver: 5.05 By: Merline, Van Dyke Eng on: 01-29-2002 : 10:00:05 A M Proiect: 0210 - Location: Muzychenko Summary: TJI PRO 550/11.875 - Trus Joist-MacMillan x 20.67 FT (~a, 16 O.C. Secrion Adequate By: 2.6% Controlling Factor: Allowable Deflection * i-ioists were desigued for simple spans using the ioist manufacturers published values . If the design does not match the actual joist Io8 ino or span conditions in any way contact the joist manufacturer for design verification. , Joist Span Deflections: Dead Load: Live Load: DLD-Center 0.26 IN Total Load: LLD-Center= 0.41 IN = U600 Jois[ Span I.eft End Reactions (Support A): TLD-Centei= 0.67 IN = L/369 Live Load: Dead Load: LL-Rxn-A= 551 LB T°tal i °ad' DL-Rxn-A= 344 LB ' TlrRxn-A= BearinQ Length Required Beam onlv, Support capacity not checkeciBL-A= 896 1 75 LB IN Joist Span Rip,ht End Reactions (Support B): . Live Load: Dead Load: LL-Rxn-B= 551 LB Tota1 Load: DL-Rxn-B= 344 LB TL-Raui-B= Bearing L.ength Required (Beam only, Support capacity not checkedBL-B= 896 1 75 LB IN Joist Data: . Joist Span Length: L2= 20 67 FT Floor sheathinp applied to top of joists-top of joists fully braced. . Live Load Duration Factor: Cd= 1 00 Live Load Deflect. Criteria: L/ . 360 Total Load Deflect. Criteria: L/ 360 Joist Span LoadinQ: Uniform Floor Loading: Live Load: Dead Load: LL-2= 40.0 PSF Total Load: DL-2= 25.0 PSF Total Load Adjusted for Joist SpacinQ: TIr2= wT-2= 65.0 87 PSF PLF Properties For: TJI PRO 550 / 11.875- Trus Joist-MacMillan Depth' Moment Capacity: D= 11.875 IN Shear Capacity: Mcap= 7675 FT-LB EI: Vcap= 1925 LB End Reaction Capacity: EI= 593000000 LB-IN2 Comparisons With Required Sections: Rcap= 1400 LB ComrollinQ Moment: Adjusted Moment Capacity: M= 4629 FT-LB Controlling Shear: Mcap-adj= 7675 FT-LB Adiusted Shear Capacity: V= 896 LB EI Required: Vcap-adi= 1925 LB EI: EI-req= 578028200 LB-IN2 Maacimum End Reaction: EI=593000000 LB-IN2 Adjusted Reaction Capacity: Rmax= Rcap-adj= 896 1400 LB LB c~:•~"~` f~- p:i0 9579 m: ~ ~ Floor Joist[ 94 Uniform Building Code (91 NDS) ] Ver: 5.05 By: Merline, Van Dyke Eng on: 01-29-2002 Project: 0210 - Location: Muzychenko Summary: TJI PRO 550 / 11.875 - Trus Joist-MacMillan x 20.67 FT @ 16 O.C. Section Adequate By: 2.6% COritrollin¢ Factnr Atlnwahia n.,fla,.,;,.., atEax, MoMENT, AND DEFLECTION DIAGRAMS Load combination shown: Contrnilino 901 451 Shear (lbs)1 -450 -900 500( 250( Momeni (ft-Ib)C -2500 -5000 -.g -.4 DCflCC1tl01 0 .4 .8 ~ uWLLVl1L14StQl{l, 61bs @ 0 ft ) ) -896 Ibs @ 2 ; ~ 4629 ft-lb t : \J~a•V . o' 9471 ~ 9 p'• fQ i .672 in @ 10.3 ft . Joist Span = 20.67 ft Controllin Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Criticat moment created by combining a11 dead and live loads. Deflection: Critical deflection created b combining all dead and live lo W A Joist Span = 20.67 ft O ~ Reactions Live LoacDead Loadfotal LoaBT lift Load Page 2 A 551 Lb 344 Lb 896 Lb 0 Lb B 551 Lb 344 Lb 896 Lb 0 Lb Joist Snan Uniform Loading Live LoacDead Loadrotal Load W 40 Psf 25 Psf 65 Psf Foating 17esign F 94 Uniform Building Code (911VI5S)1 Ver: 5.05 By: Merline, Van Dyke Eng on: 01-29-2002 : 10:12:27 AM Project: 4210 - Location: Muzychenko Summazy: Footing Size: 16.0 IN Wide x 8.0 IN Deep Continuous Footing With 8.0 IN Thick x 96. 0 IN Tall Stemw Longitudinal Reinforcement: (2) Continuous #4 Bars Transverse Reinforcement: #4 Bars @ 13.00 IN. O.C. (unnecessary) Footing Loads: Live Load: PL= 1860 PLF Dead L°ad: PD= 1116 PLF Total Load: PT= 2976 PLF Ultimate Fact°red L°ad: Pu= 4724 PLF Footing Properties: Allowable Soil Bearing Pressure: Qs= 3000 PSF Concrete Compressive Strength: F'c= 3000 PSI Reinforcing Steel Yield StrenQth: Fy= 60000 PSI Coacrete Reinforcement Cover: c= 3.00 IN Footing Size: Width: W= 16.0 IN DePth: Depth= 8.00 IN Effecrive Depth to Top Layer of Steel: d= 4.25 IN Stemwall Size: Width: W= 8.0 IN Depth: Depth= 96.00 IN Bearing Catculations: Required FootinQ Width: Wreq= 15.53 in LTltimate Bearing Pressure: Qu= 2232 PSF Effective Allowable Soil BeazinQ Pressure: Qe= 2300 PSF Beam Shear Caiculations (One Way Sheaz): Beam Shear: Vu1= 0 LB Allowable Beam Shear: vc1= 4749 LB Bending Catculations (Transverse): Factored Moment: Mu= 2362 IN-LB Nominal Moment Strength: Mn= 38077 IN-LB Reinforczment Calculations (Transverse): Concrete Compressive Block Deuth: a= 034 IN Steel Required Based on Moment: As(i)= 0.01 IN2 Minimum Code Required Reinforcemem (Shrinkage/Temperature AAs(2=5,4): 0.17 IN2 Controlling Reinforcing Steel: As reqd= 0.17 IN2 Selected Reinforcement: #4 Bars @ 13.00 IN . O.C. Reinforcement Area Provided: As= 0.18 IN2/FT Development Length Caiculations: Development LenQth Required: Ld= 13.15 IN Development Length Provided: Ld-prov= 1.00 IN Note: Plain concrete adequate for bending, therefore adeq uate development length not required. Reinforcement Calculations (Longitudinai); Minimum Code Required Reinforcement (Shrinkage/T'emperature AAs(2)=5.4): 0.23 IN2 Selected Reinforcement: (2) Continuous #4 Bars Reinforcement Area Provided: As= 039 IN2 0 RE(,,/, T ~~•..aE W. b;y'•, ~ U ,•Qv ~.'"~i a', p 9471 m: 9p'•.. : ~(ar ~~ss✓pNAl E~~'~~ J `i `i / 0 210 9542 W. Louisiana Ave. • Lakewood, CO 80232 303-986-6096 ;y. PROJECT: MUZ )ATE: 49~-s4rlOZ PAGE OF r-ecruoKrw,j ~~ssc6N - FB,c 5a'copu0 sz-onlr noeF -rru,ss: G- zr' Ca 24`a.c. . W= ?-!`Kt ',C55 : 2_ 578 /OL~W FL t962: L = Zt - S s o z-1 t S R G /=cesuDrt-zcc»-1: S'x~• 4z7' f'r F- ri F~eF ~rzttrrt~e ;vftw~ ( pc~ aa~~st w+~x. is o Yt - t3way- t t tlc. 21774 IJE7kt ~obF W- 4-X 55A5F Xl'= 220dL WRt-c yu=4'~c loo('I-F = AV-m # Re~F = Z z~ st 8 0¢ 4=2toPL~ _ ¢z • g = ~(-~Sg _ F7-fE M- 27ox - O°°5.04~-JN3 - ~ ~zx~z=3r6~r t 2-2xc r7-16,`. d~ /O Sc 4 2oXlL . 5 H~~ Lam-D = w= 2,dna = s-x~o f`;z_ 4L zo~ 4' fl~ m~ 1 USE 4- 3lg" LRC 5eQ-gW5 LNTO ~r15Tiu~ 2n5i R,*FTftu5 t 1 LRG 3cv2&L-s tt-yro z- zx e- LR6S= ~g 'JCe-"450~* p0 pPP,.. 1~ 9471 '53 .c•. : t~ ~sS~onrA~ E~G~~ ~ o : o a o m 0° D "v'"3ppoOp3 m~~ l ~ a ~°g~gR ~ ~ r y ~ = c ~ P.C. C °o.e4 C m . [rt ~ t~i7 w N ~ ~ ~ ~ N . .s~~~ ~ p ~~~'c zv ~ o~ ~~og&m 0 e ~ e v e . R ~ ~ S~°' C 9 tl t~ tr7 O O~• Z g~..~$ Z~ 0~~~7:. H O~AW dwopf r`~° e& Z~ . - . P O~~= o m ~ ~ ~ 11, a ~ ~ 140'+/- om c~err it m i o 3~goo~~ 0 z Hy NW ~ owyo ~ Z N i ~ ~ N vGa~~ S v ~ p • •a • x70'...~•r. ' ~ w . Z~ u x9 O 9 : Fri . y ,,a trJ L J °ei~~°~S6 T & • '~~a' . ;:I (J C]~ . t]t-~ ~ 'l`~~':~ ~ H y . ~ ~ F'~ •~Z a: o O ~ ~S°~@°C~"'a N ~ ~L_--. T nn ~ ~ ~~°n ~ V' ~~ryy ~~~.yy ~ N ~0id000- 9 , n.~/N d~7,1 y a A d ` 'd /'~'iC? / 7.5 ~ ' M~ ~S'g sW ~ • • -•-.__r~~~e_.i_3 Of . Nm Dv Gci `.8.2 .no Z~ .'e..'",~'z G1t+ C ~ r 6 rt ~n ~n O. N • A aB1 W47 1 f~I~ 'hw O -m3 8 y . ~ I ME~R m ~ OY o I . . a:4 C -P xm . v ' CT ~j~'tl$ ~ O ~ ~ ~ ' • ~ ~~R'p ca H"~ f ~ om ~ CON> ~ pm ~ 4 ll~w9~Ea ° ~ 1CV 6~ °.I //~..53,7'. / 4.2 17.8 ~°m i ~P.'V1 1g• e ~ . . ~ N N . . . ~ Nd'3 •ieb0'•' '~aor~w .•,•,..,.~CZ].'' ~IV Q ~ e O~v: ~ C s ~ a~. y/ . . I-I rn 4 's'90Q~g•Eayg~&~ti ~14 O: ~ ' ~TO^~rin~'a• . . ~ F~ vNm ~ ' ° r•,~~gV s _ . y rnY 140'+/- y cfDn! ~ qy~'o • \~'Ja~' o~, e ~ ~ ^ $ ~ ~ ~ U/i,~~~~~~~~~~• O ~T~ . . . STATE D UMENTARY FEE 1 . `1 m Y ~ g i ~ C :d C C G G oo ~ i y o F ary ~o, ~ y ~ N. ~ p H i z co~ ~ m ~ H K WF ~ H - o 0 0 o a G~. ~ ~ N ro C a ~ m. o w Rf c o 6~° ~ Q P. Rm Q G Ul rt rt y R~ ~ i O ~ N o z H N i.+ .n B G] n ~(D 4' H o o o c7 B. co o0.e G cr : C t~sJ '0 o,~ , i C7 v~ ~ w ~ ` l7 7.1 °O 'Z n . 7J v~ o~y a❑ Q w' rn X X n°< i rr a fr 'm 7 05' O o ~ ~ d~a acm''r ° ao,~a a~ R x o ~ o m,< v~~°'~ ~C a K N ~ ~ N 4 C 4 N y c+ " a ~ E Ca (D m (D ,D N R m O m m m r- 'zJ 'tY ,y y ~ i C7 i o rn ~7 O ~J m w m~ H v f< c rn W rr rr o S a.. i c rn y. K M . m N rn T~ ~ iti m E R ° ti < O`° [r N~, ~ rn ~ o N O Cs7 q"G fD rt rt rT ~ cu o p. I O~ 4 4 7.7 ~-t O Q G ~ C c m 0 o w q i-t N .7' p" c '{y, m (D ~o N fD O O ~ o !~i 5 N' y y~ 6. ° m> 0~ oI m m~ P. ~ i o o w ~ K M N v~i .Ni ~ " o' [T] E m f i o (D o .Z. fD O rr f) w ~ F`r p y ."tl -..fi o ~ rn a d 0 ~ p ~ ~c (aD p. a C: ~~i ~ y~(6c ~ N M'~ w G N ~/1 ~'y ~ I I n N ~ N m tY o r~ z B~ m~< G w - m cr rr ~ i i o m ~C o m E 5, m H y m~' o`e m m~ io N LJ LV ° o~' £ i j a ~ h. ~ C y ~ b 7 9 N mR n~' r~n o ~i ~ ~P fT lT~ Ul Oo ~ I I O (D a ~ ti. av ' z y H y n n~ C ~o tD m~D w oa ~ ~ ~ w ~ ~ y m x' a ~ ° S~ o. o m m ❑ y!i i i rr o m m 5; ~f-n n. n rt rt :ri _Fr ~ O m .e 0 m E ~ Ea C7 . A ~ G m w a: a' N m 0 n n i°, W o o w c i i~ o ~ ¢ o . h ~ F, to p .e Ci'1 < ra m m P.'. Fd O rn rn ~ ' vo •e 'Z L~, h ti `e k+„ ~'r y' ~ ' . b ~ • _ w i i ~ rr °o o 0`° a y C n ~ G o ~ f0 J~ n c ~ ~ m m i0 ~ G k oa z* . ~ °O oo a i i ro o N N r 4 m,n a ~ G R+ y y i i r rt "C o H~ ~J n fD a ro o I i O O (7 ~'t b ~ G . ~~~~D y n G' ~i n~❑'"~"- b" ~o, < a d in R. R, p O i-+ x O iG Y. p C! ~ z I (D 0 ~ 4< E~-n ~5" `e ~ y ° fr E C7 o~ c ro n p~.. a 0° o_~ ~ m~ .n1 f] "`C v' i LT] O < m G' ~ co w ET'rJ o f,. O ,rv", im i C7 p co m r mp g m~i a~, o c; m * p o fT m ~y .'O C 0. ',7 (D fT n p, 1 H ~ o r~'-', M R O❑ N N ~ a! ~ W A ~ tY c . n~-" m y< o ~ o~ ao 'C c o i x w _'o to ~ w o C^~~e w,~ N y m o n o 5~ o i y ~D c •e w a' ~ o rn o ~ o i~C m n a. E m ~e A m~~. o o ~ ~ m y F, fl, i . ~ G h N o< y tl0 y~' 0 4~~° o 1 v) o ~ m o' - y G G n Fo' rP, r~n C~ i[C~J o n P: b . rf ~ ',y ~ a~ ~ ° ~e m p ~ m rn H - y F: o p ~ y m t . . ~ m m Y'o o, o m -~ro m E m a m~3 5' ar~m ra ~ a z 7]~O~ mMI'.mo ommo mmmx cm.u° aD N z• ~ J -mncnw0 '41• fT1 OF~ 770~rj a es z:L'~'J G o -n cmo :'xmo ~{a µ a n ° o o~ DO a 0 Dcs c ~z,t ~ Yr ~.o-~ z ~ ~x c~~`r vt ~.~~e ~ ` - ~.a'~ ~.xcC~:P°c "t~~ ~t~~~t ~ RQ"~~ RUp Fl'C1 `C' , _ C~H a COU~;'t`! 0~ J~F~'"~R$4~t~ P'C 1 cJ. tV ~~C AeZ ~ C~ C ~.QI.Q R~C)~ ~ `ll ~..~`T "tAt~ p ...._...s _ Z $ , Z ~ 5 3 ,'t ~ __t ~4,q`_ ~ A,~~ ~ f f,: r~~ ~ , s I ~ ~ .r , + F _ / a .-=-=~~---a - . . ~ . - . . . . . . . _ . . _ . ,r . . I /i ~ ~ ~ f~ I ~ i i , ~ ~ , , ~ i # ,E i i 7 ~ 1 ~ ~PROPqC,~~ ~ } _ - ~ ~ { P 41? • tQPi ~ ~ ; J ; ~ ; y ~ j i ~ ~ ~ ~ { _ . _ , _ , 1~' 1 ~ I ~ ~ ~ . ~ , y, _ , ~ ~ ~ . ~ ~ ~ ,~p ~ o , fi ~p y , . . . . . V' 6i/ . N ~ . . . . . . . . . . . . _ ~ . ~ l~ ~ II ' ' ° . ~ ~ . V.. . „ ~ ~ ~ J ~ a . ; , : , e G ~rl c1- ~ ; , - , ~ - ~ ~ ; . a ~ ~ ; 0 J ` ~ , ~ , ~ i-~ t9 x ~ ,~y r ~ ~ ; ~ ~ V (t~ ~ ~ . y . . . . i " i ' ~ p ~ ~ ~ ! ~ ~ , ~ r ; a ~ . , , f~ ,.F , ~ r,s, ~ ~ ~ ~ ~ . aa~~ ; ~o . ~ ; ~ -r Z ~ . i ~ ~ I, x . L' , . 6 ! j ~ . , . Mn . j} ~ . ~ ~ ,.J ~ i " . ~ . i ~ . f ~ - ~ ~ ~ / . . 6 ' , ~ ~ ~ x ~ , F _ , _ ~ . , ~ - i ~ . ! . , ~1 . . { . I ~ O~.MO EX\5'~1~.1G ~CCK ~ . I ! ¢ ~ i ~ ~ , w ~ r ~ ~ ~ ' ~ ~ 3 ~ ~ ~ ~ - _ _ _ _ _ _.~e ~ 1 3 1 1 PRQ~'~U5~0 , , _ _ _ ' ? , 4~#~RA6C ~ ~ J ; ~ a ~ g n~ ~ ~ ~ i ~ _ _ _ . _ 4 4~ ~ i i. ~ r , ~ = o ----.---.~-___M__._____~.____.___________~_____~~.________ ~ ~ r 1qQ,p, _ Residenc~ : 1-C C t_. 1~. Nadia and ~1i ~ 9490 ~Ve _ a ~o~~ o~~ ~ . Wheat Ridg i ; ~ , ; , ~ ~`~r- o ~-f Baldry a~sociates ~ WCLLIAM G~ 7~' 1675 Carr Street - 6ALDRY, JR. ~ akewood, Colora C-~ 4~ h: ~ fj p 3D3.232.6~35 C~ ' ~l ~ ~ ~ ~ . ~'f t1~ o.r.5. aoar-a76 ~ ~ ttC a~v; 0~.31.62 Residential General General . _P_ roiect Notes: ~ These notm ~ve reteroaced on the divwhy te Ne "loqg io~m" Geoeni Nute~ 6sed ta e re[erenced on the drawings by "Hez" muta. Also reter e...l ..s1.....i . . 1] Foundation walls of poured concre __~.~,`,7 ~ _ drawmg S-I. Remforce `green wa' are supported by spread footings tIls of poured concrete 8" thick with steel reinforcing as per ~1NSTEt~I. r.t~,t~»lly Art~~ SPACL f5 r N C W C.bt~lS'T ~U C~ t~: 2J Set new foundatian wall to existin~ Reinforce `green wa21s' prior to backfill. Foundation walls SEE FtOC7F F`RA1:~t\Nts ~?1.1~,N . into e~isting foundation. Fill with iV CniP.AfI F(1[SitttOC - C77P.C T1P.T cirawinuq . gouted hole. Lap this dowel with ation wall to existing by drilling 5/8" x 6" deep hole top and bottom 3~ fixterior slabs oFpoured 4" thick ec )undation. Fill with epoxy grout and drir•e 45 x 30" long rebaz into wire fabnc. Tum down edges a min Lap this dowel with reinforcing in `hew" pour and tie. (2) rebar cont. at bottom edge. of poured 4" thick concrete - 2500 psi -w/6 x 6- I O! 10 welded 4~ Interior slabs of 4" thick poured co m dnum edaes a min of 12" helnw finish cxrade and reinforce with = _ - _ - _ - _ - =A wire fabria Provide'/2" contzol jou joints as per drawing S-1. IML7 _f 5] Set pressure treated base plate over spaced @ 32" o.c. and imbed 7", : G~' 6] Fioor framing of manufactured jois ~ column suppoit system. Prov~de /4 2z,~ f a See `S' drawings for~ floor lay-out~ , c~ 4 • l~z , ~o _ , A~ ~ ~ ~ ~ ~ ~ 7] Exterior wali. construction of 2 x 4 ~,..r, 1-9 10~~ Z•O~Z. , „ ~ ~~QP : gQx q0 F1X~p _ 1~_.____~_._._.___.,__~..._ Useh o.s.bsheathingorinsulafv ~ q ' ~ _ ~l'~~K~°~ SF'~Ya C~,_ , ~ -asphalt~mpregnatedfeltsofvisq~ ~ ~ sunulated stucco. Interiot fmish oi ~ _ _ . _ - Fue block a11 walls over 10'-0'" in 1 0 ~ ~ _ _ a \ a y '2~ ao _csttt. _ . cc~ 40 cs~az . . _ g 3 . ~J S] Brick veneer where shown with tie: ~ ,...~..a.~. ~ -v---__.M._ - ~ _ _ _ N~ - consistent coursing appearance. . , : - . 14 ` - . , `~J ~.l G"F' _ _ ~ ~ ~ ~"~""`~"`"'pf _ 3 ' ` 9 Inteiior artitions of ? x 4 16>, ~p ~ P ~ ~ ` . : : ~ Finish wl gypsurn board, tappe j~1 ~ ' " all showers, tubs and other a~eas w ~ , ~ ~ 1~. ~I /I_.. ~ ~ ~ e ~ _ . . . . 1 l___-- I~ ~._l I I ~i~.~ t ~Qt ~tl r• Q7 - - _ o - - :_._l._..~:.---. ~ . 10] Roof frarning of engmezred wood t ~ ~ (~l q 2-T~6C ~ ; 1 ~ : ~ Prov~de block~ng(Dframingsuppi . Cf~ ~ \ ~_E ~ Ceiling of'/z" min gypsum board a~ E~ ~ z ~ p~ R...., ~ •"Truss n~anu/'acturer to supptyAi I ` p`'~ ~ , t ~ ~ ~ r ~ ~I ~ ~ ~ 1 ~ \ ~ 11 j Roof conventional wood framing u a i 1 d 1 3 ' B roof framing plans. " 1 ~ ~ -h42 GP'CI ~ ( ~~s ~ " t ~ ~ ~ ~ t ~ ~ .iA.~;" rhn) : nt n n(1 n mPtar nnA 1"llAan co~rrnnt rnnfrnl rn--- -rn>>----ar~----- E ~ . ~~'~T~F ~ ~ ~ 1?~ Refer to framing plans for beams, ~ ~ p ~ ~ ~ ~ : ~ ' 0 anlessnoted.~ ~ - ~ - ; ' p: ;~9 ~ ~ ? ~ ~ 3 ~ ~j ~ , 13] Roofing of composition shingles to a tn , \ Q ' _ _ ~ . . ~ ~ ti ~ ~ ~S L. Use 25 ~ear nteed svstem. La ~ N , . ~ ~ ~ x' a t9 19 Y ~ , ~ ` 1 ~ 4 ' ._"""'_"p ..."'"'iS"___ . , T~ . t) - 1 ~ ~ ' ~ l1S - ~ ~1 K \~is _ ~ ; i ~ . ~ ~ ~ \ { 14J Provide 26 ga. x 1 w~de, each fac ~ ~ ~ ~ ~ i - 6a v ~ 4 y t~ ' ~ Z i roofs or vertical surfaces. At ex os (,2~ z • Tu e~ ~ ~ x~ ~ ~ i 1 l ~ ; continuous'reglet matching slope o: ~ ' j~'~ ~ f ~ seT epoxy oompound into reglet anc ~ 9 ; lZ J~ ~i E i r ~ 1 minimum~of 8" verticaliy~ up face ol ; r~ ~ . ~ ~ ~ / , ~ ~ 4~~ ~ t ~ ~ ~ roofsurface. - ' _ o ~ ~ 1 ~ ~ F~~ ; 3(3 ~._..I n , ~ rr' o ~ ~ , A . • 15J Insutation to be. R-30 in ceiling. - eated base plate over silI sealer with 518" dia. X i Q" anchor bolts ka J,~ ~ ~ ~z ~E t' . , ~ o o . ~ ~ ~ ~ ~ ~_~~`~•a-'---- ~ t' f . ~ d ; ~ ~ ~ ~ ; { ~ ` 16] Intetior staus as manufacturer suPP 3 : ' 3 t7 ~ ' ~ 8,a, i ~ ~ ~ I'` ~W , V , ~ ~ _ treads. Use 5/8° T e X brd. I 1 . t~1 ~ 4 - - _ 7'P ~~YP y+ ~ railings at open sie~e to be set at mir i U AUTO, DR, ~CI " `Xlt i ; NlGhi Vt . ~ . _ J ~ ~ . A , ,l~e~~~.~~, oc~ ~p r ~ ~ I ~ `k~ CA,P aertical railings to have a mae of 4" ~ Q Z t' tJi j _ _ ~ ~,,t ~ ~ ~ ~ ~ finish floor and follow open side ve ~ ~ \ d" ~ y<' i i '1 I ~ ~ ~ { r~ ~ ' i { ~ x ,1` ~ ' I Q I ~ i.~ ~ f'1 17 2 x 8 fasc~a and 3l8" I~rood snffr ~ t? ? ; ~ , , I ~ P } GA~~c~~. ; ~ ~ , ~ ~ ~ ~ ~ ~ ~ i ~ ~ 18] 16 ga. galv. iron downspouts with ! 4 Z~ i~ l A\CCCSs. ' blocksordownspoute~ensions. ~ I - ' - f+-- _ ' X ~ ~r~AC~,~t __t_ ~ ' ( ~ =~3 39] Window sizes are taken from "Wim ~ ~ t0 ° X _iC~ a,_.~ ; ~ ~ _ ~ ~ ~ ~ ::I ~ W,G~R p t~p g[ 2U] Extend top of flnes to a min. of 36"~ Ol ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ' ~ ~ ~ 21 ] Attic access to be min 22" x 30" clt of manufactured joists of size and spacing shown. w/ beam and EfJ ~ _ ' _ ' - ~ I , 1 " . „ e --rv,,, 3/." ~ L. T A. /'~l,ootl,:,,. f„11., ..)„n!t -.i -;lo.i . - i , \ 1 ~ 2~ Wardrobe closets to ha~e mm. I s ~ . ~ ~ ~ ) - ~ x~~ ~ j 23J Linen Clasets to have (5) finished a i1 ~ ~ ~ . . ~ _ . _ . ~ , ~ ` 24] " Fire retardant qualities of wall beh~ gs for floor lay-outs. I _ . ` - SO AO a0 0 51., being futl height masonry veneer. :onsiruction of 2 x 4@ 16" o.e.,wl (1) sole plate and dbi. top plates. >heathing or insulating sheathirig. Appiy vapor barrier using "Tyvac" ' a Dimensions shown are: ~ ~ ' Concrete and masonry rough . egnated felts of visquine stapled to sheating. Exterior finishes of ' co. Interiar fmish of'/2" gypsum board tapped, sanded and textured. ' 4~ ~ ~ Wood framing - rough face walls over 10'-0" in height. Dimensions taken to center li , 4, Q~ _ _ a" `J\.w._..~~f , . t enfy rough opemng wuidov 11 . F+ " ~ 2 0« f rsing appearance. :)ns of 2 x 4@ 16" o.c. with (1) ? x 4 sole plate and dbl. top plates. gypsum board, tapped, sanded and textuzed. Use "green board" at bs and other areas where ambient moister may exist. ~ ~ ` _ a t~,:a ~ a r~ ~-c ~ a af enainrr-rPCl wnnd tnisCee CnZ~.4" n r w/ S/R" n s h -heafbino G ~,c~~.v~ ~nr~t-~ a~.. ~ ~aM_ r,~ ~ ~ :o„ _ _ _ ~ ~ Y~ Resid ine (c~ framinc! sunnorts alone aerimeter for positive air flow to attic. i~ Nadia an~ 9490 ~ Q~ Wheat F 0 9 ti~ ~ ~ r'` o t ~ Baldry assaci - ~ G'€ 167~ Carr Sti r ,..a.__,._i ._t_. .f_,.t:~.._~...%,J....:.,... .1 .............a.. _._L]_. ~ BALD ~ , JR. Lakewood, C~ ~y.~,~, ph:303.232,G; ~ l~ ~ ' J ty ~ ~ o.f s. ~244I-0' f~' onal wooci framing using member sizes and o.c. spacing as shown on D ~~C r~~u, 6, ~~L- c lans ng pians for beams, columns and headers. HeadeFS to be (2) 2 x 8 noosition shingles to match existinu ac tn nattem anrl cntnr . __~2 ~ _ PRQC'6~iCC7 _ _ : _ _ ^ ~ f . y ~..v___~...__~_~.~_ _._.__-__~_~_.._~~_~__m_.___. _ ~ ~ ~ - ~ ~ 3.~ . ~ i ` ~ , _ r/~ . - - _ . ~~,t~~cE L~h~~, _,,,r~ _ ~ ' ~ - : ; ~ . _ . . ~ ~ , , ~ ~e~~cc~t~~ _ ~ , ~ - ~ _ , ~ _Ex\S"~ ~NG il~~ s ' ~ ~a i•i ; ~~i ~ ~ ~ a , I~i fi I, ~i - "r- ~;i j~ _ i' Eli ~ i ~ 13 ' ~ _ ~ ;i; € ' ' ' ~ ~ ~ry _ ~ ~ ,ii r _ ~ << ; ~ ~ ~ ~ , tii ? . , „ ;n _ ; ; _ _ _ ~ ~ ~ y v_._.. _ ~ _ : ' ~ • ~ ~ - ~ . ~ 1 ~ ~ , ; i I i k ~ ; _ . ~ ~ i ~ _.~t~t ~ , ; ~ _~-1 I ~ . , - : , - ~r _ ; i ~ , . _ ~ ~ i . , ~ . . ~ ~.s..~,► ~ ~ , , ~i, ~ ~ ~ ~ _ _ _ . ~ ~ _ ; , , _ ,i~ , { , , ; ti ~ . _ _ , , ~ ~ ~ _ . „c ~ ' , ~ ~ ~ ~ _ r _.___V._._.._.__._e___..__._.__ . ; ` i , . - - ~ C. / . h . , ~ J . `ti..` _ ~ / . i t ~ / . ; _ ~ { ~ . r ~ ~ ~ _ ~ I . ~ ~ y. . r~ . ' . . ~ ` ' ~I . ~ ~ I ' ~ . . I t~`.q~`r. ~ . . ; ' . . ~ / ~ . . f 4~.....4~ 1.~..ltll? ..~~~.0..~ . , p RQf~ 0 5~S~ GhRi4t~~ _ ' , ~ ~ { ~ ~ I k~_„~ ~ ~i a:; ~ ~ `-i i ~ f ~ 'T ~ i ' ~ I ; . ~ Gi; ~ i - ~jJ ~+J ~ f~l I I ~ I i . i' I , , ~ ~ t~ 3'' Lg ~1,, ~ ~ ~ j,~# I . ~ JI~_ ~il - 1' _ ' - ~ F ~,I _ . _ ° _ ~ L .r ~ _ ~ ~l ~ ~ ~ ~ , . ~ L. v ~ ~ - ~ ` o„ , v~„ ; ~a-~ ~ ~ 12 , ~-H«r,t~c~t ~,x_ZGt~sco~u ~ " . _ ~A~JC~~~ ~ _-~0 A6Cr~ c Ro0 r- t~ ~c CY00'r tt e~a~. I : F~' • , - , _ ~ _ ' . i , ~ ~ ~ . - ..,...,,,~-...~.,.r_..._..._....,..~. . ~ , , . . ~ ~ ~ ~ ~ y~~ - . , j ~ j~ ~ - , ~ ~ - ~ - ~ ~ ~ , . . - _ ~ . , , ~ , , / _ _ _ ~ ~ i ~ , 8 ~ , . _ ~ : , . ~ , ` ~ _ _ ~ ~ . . . ~ _ _ . ~ ~ x - . ~ I~ ~f ~ ~ ~ ~s - ~ ~ , ~ . _ , R~~ 1~,.~. ~~t~~ ~ . , ~ ~ ~ ~ ~ E ' ~ ~ „ , ~ I, ~ ~ ' ~hti'1~'~,~ ~ A~aL°~. ~1Ca~~S , I ir 1, / . ' ' ' ~ 4 ~ ~ 6:` ~ ~i _ .w..~. ~ ~ i _ ~ ,..w , . ~ . . • ~ ~ ~ + E. i - , . , e.» ..._._~..._..__n_.~ _ ~ ~ ~ ~ ~ ~ ~ i i~~ i , ~ ~ ~ ~ ~ ~ F , ' I I ~ ~ i ~ ~ ~ ~ ~ iJ ~ ~ ~ ~ ~ ~ ~ 't ~ 0 , i ~ sR~ ce~ 1 . , ~ ~ " ~ ~ a ~ ~ ~ i~ ~ tr ~ ; ~ ~ ~ . , ~ - , { ~ ~ ~ I C i 1~ ;~i ~ ~ GE , ~ (~i ; ,;l y r, , BALDRY, JR. , ,F,~ , , , ! , ~ ~ ~ " ~ P' ° ; i l~j . i . - , , ~ . 1 ! i ~ C-845 ~ ~i ; ~ _ . ' i~ _ ~ I, ' . - ~ _ ' ~ ' _ ; . ~C /-Yl ; , ; ,j i ~ _ ' ~ I - - - i SFQ ARC~1 ~ i ~ ~ - I ~ Reside~ r ; _ _ ; ~R, i Nadia and ; 9490 ~ : ;1 ~ ' - ~ ~ Wheat Rii , „ , ~ ~ ~ ~ . ~ , _ ~ -V Bald asso ' ciat _ , ~ _._____T , ~ . , 1675 Carr Strei . s . ' r Lakewood Coli PROPbStb ~.XiS'ttNU ' ~ ph:303Z32.b23 _ _ ~ C~ ~t" 1:\ 1_ ~l \ ~ \ \ o.r s. 2001-07b ~ ~ =~'-0 " , ~ R~~r, o~~ ~t•o =t ~ _ ~ ' , . Z2, 3~-°~` 3 =0„ ~7 \ _ _:........._.d,......_„. ~ . ......___.s.ry.~,_;,.. . ,i.~ . . _ . _ . - • : . ~ ~~aV~~~. Z..K fo wr'~ ~ ~ .n..~---.., - . _._,..P~.r,._._. _ , # oY~tz~~.~Me I~ . : ~ ~ „ i'1 ' ~ 4.. 2 ~ ro ~a ~ ~ ° ~ _ _ _ . , r'~ , _ 11 mm~.~~.~,. , ~ ' ~ ~ ' j _ _ „ , ' , r ~ ~ - E.~t~;xtNv ~oa~ ~i 1 ' ~ _ = Z . . . P . ~ ~ _ . f _F. 541~''! ~s _ ~ ' ! i T ' I 'PROt'OS~.SJ ~DP i 1`( 3 C ~ ~ ( J. ' . ~.fk , ~ . ~ S i I ~ i I ~ I t0~~ ~ I -~GBIV~C, ' ~ ~l ' I ~ . 2 E ~ ~ ~ I I , d . - , ~ , ~ ~ ~ ~ Q ~tcRT 'rlClOkc~,~.H _ ~ ; ~ ~~,i k B , 1 ~ ; I ~ ~ u~_~ ~c, a, I C s~ o,~,-_ ~ ~ zY~tcP,1, ' ' s~C~. s ~ ~ ~ a s ~ a I ; I ~ 3 ~ A a - , r ~ ~ ~ _ , ~ .t~~ ° I . ~ i ~'Z ~ ~I. r ~ , ! ~ ~ ~ , h1 a , ~ 9 ' , G3 C tSR~J~J 1.~4,.v ~t~_ ~ i _ _ ~ - - ~ Q ; - ~ ~ - ~ „ , , , .______...u._..__ _ a~ ~ _ , - ~ ` Ly -y,. <-c.-~ I C, 1, _ _ : . / i a : i0 _ i ~ _ _ _ _ _ ~ _ _ 7 l6 _ . - . 0 \cov. ~ X ~ E~I~j`C1~tCs G~1Lt1uG . ~ ! In 4 _ ~'~AMt.N~a e 24'p.C. ~ . ~ r~' ~i ~ ~ _ _ C~., ~ ~1 _ . ~ _ I ~ ~ ~ i J ; i f i, rv i, ! w CA5T-[N-PLACE CONCRETE AND Ek tSTIN~,~ I..~v1N~ ~ ; ~ °ONCRETE AND REIVFORCING S'I'EEL `~~~~~n .m T~~^ i x 1~ CONCftETESHALLCONFOR,MTOTHEFOLL,OWINGC 4 LOCA170N/ CF7.fEN1' MpJQdUN 26 DAY A ~ ~ W ~o~~ ~ ~ ~ ~ d Tn TNE FOt.t.nW(NG CRfCERIA: C ~ FOOTA7GS t 470M 2.fK3L mqDStJM 28 DAY . ALiXWUM , SLI7\1Y AEY. i ~ ~+.p ~ 1 WAI.LS 1 a10 e 2.7 N.91. ~w~~r.tlt~~i!' ~ ` . ~ y ; C3N@9LU19 ( 41~M 3.JIC9.I. _ ~~~~"~fi1NG-.~X~ ~OI`~T~ ~.4~'u C3~C., i~ ; ucon¢~x i a~oM :.~xsi G xf~ `NAl.4 I ~a,u coxc. t a~o w x~ xs.t i i ~ ~ - i__. _..___.F _ .._---r--- 2j REINFORC[NG&1RSSELaLLCONP024tT0ASRtA~6 ; ~ t~xtt~"{ ~ ~ C ' ~ ~ ,~,,~...~i 1~ ~ ' I I ~ Cet L _ . - - , _ ~ cw~ne ao. . . , ~ ' _.__....,._V. ~ ~ 3( ACGFe1BRICATED;DEFOR~v(GDSTEELE3ARMA1'SFOE 70 M 1.3 K3.L 0.33 3- 4 5- 8 ~ ~ . ~ '0 n 2.5 K.9.L 0.1J l- 4 7• 8 10a 3.SK9.I. o.JJ 1- a 3- 8 toa - 2.5 K9.L 0 .31 7. 1 'J- 8 . ~k15Tciy,~ STI; ~3~t, ~ CONC, F4 ro ~sm~ a~isa ; YvJ~,I.~ w/ . 10 M 2.7 K9.1 0.33 7• 4 7• 8 i, ~ ~lCl~ l F1C~1: ~ `~j ; 4J A1.G u~ELDED WIRE FAIIRIC REMFORCE~(ENTSH~t.I _ _ ! NOTED. °.nNPORWS Tn nCRt a.-615. GRADE 60_ EXCFPt'T[ES ANB ST[RRtIPS 4[AY BE ~ , ~ T` ~ 2, Sj ALL DET.41LlVG, FABRiCATION A:vD ERECTION OF R k 1 ~~7~ C.T{1~~I 1_. SHALLCONFORhITOTHELATESTEDfIiONOFTFIEA ; '~;I ~ ~ 71 CTFFI. fi,1R MATC FnR-C'C7NC'.RFTF RFiNfnR('FMFN1' SffA(.(. ('ONFnR41 - -i~r~,-~ ' ~.ir~ - - - = ~ ` 6J ALL SLABS ON C,RADE S}IAL6 ELAVE F(ElER REMFOR ~ ~ _ _ _ ~ ~ ~ " ' POLYPROPYLE,+E,COLLATED,F(BRiLLATEDFt6ERS i ,....i; ~ M""""" PF.R CUB[C YARD SHALL CONFOR~I T07}IE hIANUFf - ~ ~ 7J tNALLWALLS,PIERSAVDCOLUhNS,EF[ENDBAR! ~ '~~y `ol~~' MATCH S(ZE AND SPACING OF VER'11CAL BARS. ALI T T ~ DIAhIETER5IMOTHEPOURABOVE. T 8) 1N AI,L WALLS AND GIU1DE BEAMS, REf3ARS SIL~ILC SHALL H.4VE CORYER BARS Of EQUAL SiZF, eL~D SP ~ - 9) CIf.4~btFERALI,GXYOSEDEDGGSUFCONCRET(i'G'X ~ ~ ~ cv ~ a u:~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . r.~---- ~ _ ~ 4+'~~=0~` , 10~SVWCELENiJCHSNOTSHUVJNORhOTEDONTNED ~ l~~' ~ ~ ~Q~i LAP SPLICE ~HALL BE 121~CFILS i ~ T1~1BER CO~STRCfCTIO~ REOL'IRE~IE~TS GENERAL FR4'VIING REQUIRE~IENTS: ll ~ PROVtDE'h" PREhfOLDC;D 701Nf FILLER 14'{IERE SLA eL TL~tBER DESIGN STRESSES: 5NEATFI[i~+'G LIGHTFRAhfAIGANDWALLSNDS• • • • • • • ~ • • • ~ • • • • • • - • • • SIAND.IRDS7UDGR4DE GRAI)F.: SHEATHlNGCRttDGSNALCC~NFORi4fTOPS~1 E\POSUREI Wi LESSOTIIER4VISf: ' BLOCKING: PROVIDESOI,IDBLOCKINGeWDBR1DGINGASREQUIREDBYTHEU.B.C.250o(h)ANi1 12~9LLANCFfORBOLTPROJEC710NSNOTEDORSNI0~49 S7RUCIURALLIGHTFRA,\IING•HEMFIR Fb = I,t00psi NOTEDONTHEPLANS.ALLSHEATf11NG(I.E.O.S.B.,PART7CLEBOARD,COhIP~SITE60ARD, 25ll(d).THISWILLNORIUU,LYCONSISTOFSOLIDBI,OCKING(a?EACHSUPPORTrL`1D ROUGHCO~CRETE.~ILLANCHORBOLTSSHAI.LBE >N XND ERECTIOh OF RE(NFORC[VG BARS P.ND WELDGU WIRE FABRIC JOISfS e4~D PLr4~FS • HE\I FIR Fb = 1,100 psi WAFE~ BOARD fu~D FLYWOOD SHALL CONFORN TO NER-IOB, BRIDGMG AT B ft. t,1A.~MUbt. • BEA.NS AND SIRINCERS (ki AND BE'(TER) ~_~.d~ Pe~ ROOF ~Hf,ATHRJG:1513Y'THICK R.4TED SHEATHING W1TH A bti; ilbNhi SPAh [NDE!i OF PLAT'ES: PLATES, SILLS AND S[,EEPERS SHALL BE 7RE~ITED WOOD W1TH'a"' X 10" LONG A307 . 13~ HOTOR COLD ~VEATHER PROTGCTIDN SFI.4L6 BE PR~ ,TEST EDI770N OF TFIE ACi M:INUAL 315. POSTSANDTIMBERS ~ - ~=2~p~ 3Jlb. ANCHORBOLTSSPACESAT4'~OO.C,M1fA`tIMUAL E6IBEDBOGTSAbiMIMUhfOF?'INIOCONCREIE i. FL4VF; F(BER RF(tiF()RCE44ENI'COAlSISTtDtGOF ViRtltN GLUEDLr1.M(NATEDTI~IBERS ~°~~~dP~i FL00~SNEATING: 19l3T'TMC,CT.ANDG.RATEDSHEATHIG~WITHAMINIStOhISPAN WREIAMINIMUhfOF(,2)BOLTSPERPIECEOFPLATE. LOCATE806TWITHINI2"OFEACHENDOF l~I~ALLDOWELSIi1T0EXISTINGCO~CREfESHALLBH; "111iROLAhiS" ~ ° 2~~dp" MDEX~P32/~6. btEhl$ERANDATEACHCORNER CONSISTINGOFASELf-COtiTN~EDGLASSCARTkff D, F(BRILLATED E3[3ERS UTILESS OTFtERWtSE NOT[D. AhIOUNi OF FIE3EKS ~ ~ N~11L~NC: SHEATHI~GSHALLBENe1ILEDdSFOLLOWS: NAILING: COMhfONNNLS3HALLBEUS6DWRENNNLINGI5SPF.CffIEDONTHESEPLANSSUCEIF~S ~ RGtiI~ANDrABF.NZOLPEROYIDBHARDENI~GAGF,N B. CODES:I:ti'DREFEREnCE5: ° IOd@o"O.C.ATBUILDINGPERIMEIERANDSHEARWALLS. SHEARWALLSANDDIAPHRAGMS. AI.LOTHERNAILINGAfAYBEOFTHESINKERTYPE, Mf~IMt~~f VFORNt TO TE1E 11(ANt1FAC'IURER'S RECOhfb(ENDAI'IONS. r1;~lERICt4~I~5TTiVIEOFI'IhIBERCO~STRUCtiON(.~11TC] : IOd@6"ATSUPPROTENDSOfTHEPANEI. NAILINGSHALLBE: ~ J J A,~IEWCAN PGYWOOD ASSOCL4TIOi~ (APA~ ~ ~ IO d(~ 6" AT FIEL~ OF PANEL. ~ ~ ' JOISTS Tfl SiLL OR GIRDER • TOE NAIL (3} 8d ~ R L C T t R A OLUbNS, EhTEND BARS FRUbf POUR BELOW OR PROViDE DOW'ELS TO )P VER"iICAL BARS. AL[, DOWELS SFIALL E\TENU A htlNINtUbt Of 32 SAR U S.PRODUCfS5f:1,UDARDS(PSj pppj,~CATIOiv: LAYFI.OORA~DROOFSHEATEIINGFiTHfACEGRAINPERPENDICULARTO BRIDGINGTOJOIST•TOENAILEACHEND (2) Sd . N.4TIOVft1, FOREST PRODUCTS ASSOCL4TI0\ {tiFPA) TRGS•tOISTJiG~IfLLf~CORPORdTIO\PUBUSHEDDe1TA FR.1hIINGUNLESSNOTED. WHERESHEATHNG[SLAIDWfTNFACEGR4N SOLEPLATETOl01STORBLOCkING-FACENAII, lod(dlo"o.c GENERAL P.5R9LLEL TO FRA!~IING, 5 PLY MINI!viUhf b1ATEAlAL hNSC BE USED. TOP PLATE TO STUD • END NAIL (2)16d 3EAhtS REBARS SF{:\_i.L BE CONTINUOUS AROUND ALL COKNERS OR S}IEAR 4VALLS: . PLYWOOD StIEATF[ING USED FOR SHEAR WALLS St[ALL Bfi A MN141Uhf OF S7UDT0 SOLE PLATE • TIE N~VL (d) Sd OR l~ CENERN, SiRUCTURAL NOTES SHALL COVE2N UN C. 'fI~1BER REQU[REA~NTS: ~5~~?°'(1pCf:NES, CRADE GD, C-C OR STRUCTURAL GRADF.2 APPUED DIRGCI'LYTO FRAMIIG~ ~ END NAIL (2)16d 5PECIfIED. OF EQUAL SiZE AND SPACiNG, ' WORI~)LINSHIP:ALLROUGHCrVtPE~TRYSH.1[.LPRODUCEIOI~TSWHICHARETRUE,TI~HT:~~D ~~{gDNAILSATa"ATPANELEDCESPERUBCTABLE2S~K-I{~991)UNLfSShOTGDOTFIERWISE ~UQLES'[UDS-FACENNL lod@2d"o.c. GES OF CONCRETT: X 45°, _ WELLN9(LEDNffF[~IEk(BERSASSEI(BLEDNACCORD~.VCEV,'ITHT~-fEDRA~6ItiGSr~~DAr17H:ALL ONDfti~WIVGSANDDETAILS. DOUBLETOPPLA7ES•FACENAIL l6dr~lo"oc. PERTINE~T CODES. ALL WALLS rl.~1D P.-IRTITIOVS SH.U,L BE SfRAIG[fi, PL~tiI$ A,~'D ACCUR~TELY 2) SIROCIIIR 1L DESIGN IS I~ ('dCORDANCE tiVf(H TtdE COUE, THE UNIFORhI BU7LDING CODE LATEST EDTT LOCATED.CAREFt1LLYSELfiCTALLSTRUC'ITJRALhfE\IBERS.INDI~'ID~:AI,PlECESSFfAL~,BE TOPPLA7ES,L;IPSANDINiERSECTfONS-FACEYeUL (2)lod LATERALBRr1CINC: THEE!CfERIORSIDEOFALLEY[ERIORW9LLSSH4LLBEBRACEDATBACH CONTlidUOUSHEADER70STUD-TOENAIL (3) 8d 9.LS,C. ; SPECIFICATIONS. SELECCEDSOTHATTHEKti0T5A.VDOBVIOUSbtftiOADEFECTSWILL\OTI~TERF@RE~41THT1{E COMINUOUSHEADER-'IlVOP[ECE lodalongeachside PL.4CI~'G f0 BOLTS OR PROPER NAILTVG OR bL4lCNG OF SOLtiD CO\1~CTIOVS. LU~IBER ~L~1' BE END OF Il'SIqG A'JD O~TSIDE CORYEftS, A[,ONG NITtI 6EI~;G BRAOED,IT LEAST EVPRY 25 FOOT IN CEILING70ISTSTOPLATE-TOENAIL (1) 8d REIECIEDBYTHEARCHICECTFOREXCESSlbE~1:4RP,'R~TST,BOWORCRO~F,Sf[LDE~6',EL1vUSOR LENGTFi WRERF.IX4LETINORSIETALBIUICINCCn;[NORBGUIIL(ZEDDUETOOPE~i[NOS,PROVIDE CEILING1015TS,LAPSANDPARTITIONS-FACENNL (3)lod 3~ THECONIRALTORSNALLBERESPONSNBLEFORP ~fOLD~SWFLGASFORIti(PROPERGR.4DEAL4RkIN0.DEFECT5IVHICHRE\DERAPIrCEU~.aBLETOS PLYWOOqSHF,ATfUNuhSCALLEDfORRYTF{ESHEARWAI.LCRITERIAABOVEFORANNIMtnr10F CEILMG 70(STS TO PARALLEL RAFTERS - FACE NAIL (3) l6cf flTS FOR WALLS AND STRUCIURAL FRAM(N( ERVEITSNTENDEDFU!JCTIONSHAI.LBE DiSC:~RDED. 0"BEYONU'IHE~PENINi;SQRT01}[ENE.`(1'CORNER. gpF(ERTdPALTE,TOENA:L (3) g~ . PROV[DEALLTEkIPOR.4RYBR.4C[NG;SHORRJG,UN PROTECT NEAR~Y OR ADJACENT 5'IRUC7TJRES RNL WOQDIT2USSESi 7RUSSESSE1r1LLBEPRE•FABR(CATED1RUSSEDCONNECCfDBY6iF.TAi.PLATESIV BUILTTOCORNERStUDS ~ 16d~a29°a,c. 'tl E.S GR4DE\1.1RFiL\GS:EACHPIECEOFSTRUCIURALL~ltBER,SHEATtlRG.aSDT14BERSEiALf.BE ACCORD,INCE4YITH7RUSSDR.4W1A1GSANDENGINEERCERTIFIEDCALCULATfONSFURN[SHEDTO BUIliTUPG1RDERANDBEAhiS 20d@3Y'topandbmi.sta~,neced' JJ THISCONIRACTORSHALLH6RESPONStBLEFORC( GRP,DE ~I,tRKED DY SliCH COStPE1ENC A.~vD REL[.aBLE ORG.4~IZATIO\ 1t'HOSE R£GULAR BUShESS [S 20D at encls a~id al each sEi6ce TO EStABL(SH LLRI9ER GRtDES. TNE ORG.4VIZ4TfOti, G.'~.AD(?IG AVD vRIDE ~L3FCKI~G SH?1.L BE THF. ARCfIIT1:CT A~D TfIE LOCAL BUILDING DEPAR'IhIENT, TRUSS6S SHAL1. Bfi DESIGNED E3Y A COtiCERNED AND SHALL BE AESPONSiBLE FOR VEI PROEESStONAI. ENGINf~R kEGISfF.RED (NTF{C s'1'nTE OF 1URISDIC~ION TH6 DESii,~, DG'f~11Lm~C BLOCKING AND FIRESTOPPL~G: PROV[DE PIRE BLOCKINGr STOPPMG ATTHE FOLLOt~~iNG POUNDA710N DRAWWGS WITH THE D(MENSIONS: S~B75CTTO:IPPR01'.~1L. CER7IFICATIO~ ~le'.YBE ACCEPTED I~ WEU OP GRADE ~LIRKtNG. FABRICATION, ERECTION, AND DfG1CINC SHALL BE IN ACCORD:'u~Cfi WITH T}{E REC`~)bfAIFUDATIONS LOCATIONS: . AND ELECTR(GN, DRAWfNGS AND PROVISIdNS OF OFTHE'fRUSSPLAT8MST171.fIE,INC.ANDU.B.C.SfANDARDFOR"LIGEITStETALPLATECO~fNECTfD 1] ATCONCEALEDSPACESOFSNDWALLSANDPARTITIONS SIZL\GA:ti~DSL~RFACIVG: .~I.LLlJ~18AR,E\CEPTl1"HERESPEC(:ICALLti"VOTEDOTH@RW'ISE, ~WOODTftUSSDESIGN". 2 ATALLIMERCONNECfI0N5BEIWEENCONCEe1LEDVERTlCALANDHORI"LONTALSPACESSUCH ~ SfiEARCHITECTURAL,b~ECHANICALANDELECTRIi SHALL BE bl[LL SIZED AND S~'[tFACED ON FOUR SIDES. ALL SHdI.L Bi S7R.VG}fC STOCI~, FREE FRO~I ~ J I ~l'ARP OR CUP AVD SINGLE LENGTFI P[ECPS. SPLICNG «lLL ti0T BE PER~1(ITTED EXCE7f WHERE AS SOFFITS, DROPPBD ANDCOVED CEILINGS, ETC. HOLES, SLEEVES, fTC N WALLS, FLOORS AND R00 "tOh!S NOTED OR SEtUW1V ON THE D[tAlVNGS SHALL QE htEA5l,'Rf D FROM CE(OR BOLTS SHALL BE SGT WtiN TEMYLA7'ES. SFECIFICALLYSODET.~VLEDORD[RECTED_ SHOPDRAIV7NGS: FURNISHTRUSSSt[OPDRA~NNGSSHOWI;ICTHETRUSSDESICVLOAOS,Sf"LE 3~ !(ryCOLCEALEDSPACESBEtWEENSTA1RSfItMGCRS,ATTHETOPANDBOTTOMOFTHERUN'AND GJ SECIlONSANDDETAICSSIIOWNONTFIBDRANINO ~ ANDGRADEOFTHGb1EhlBERS,LOCATIONSOFTHEJOINTSA~DCO~TfECTfONS,SIZE,fYPEr~~D g~gNStUDS?.LONGAN➢INLRJEWITt{1'tiERUNOF7HESTNRSIFFHEWAI,1,StPvDER1HE THISCONSTRUCTTONANDOENERALDESIGNINTEN )T'GCTION SHAI,I, IIE PRONtDED AS PER AC[ MANUALS 305 AND 300. LOCA770N OF THE METAL PLATES A~DALL BRACMG AND ~LOCkING RF.QUIREbIENTS. BU[LUI',\GPAPER: SH~i.LBETHESTA\D~IRDPRODUCfOFAbfA10R~lAVUFACTUR~R,SL1ThBLE SI'rVRSr1REUNFINISH6D. TOSIti11LARCONDITIO~SUNLESSSPECIFICALLY51 FORTHEOSEIV(F~DED,A\DWEIGHI~GATLFASTI4POLNDSPERIGOSE 7RllSSDFSIGNL0:IDS;R00F~1BNDfI,00RTRUSSESSHAI.LBEDfSlGidEDI~ACCORIId~CE MOPHNtNGSAROUNDVENTS,PIPES,DUCIS,CHfMNEYS,FIREPLACGS,AND51M(LAROPENINGS WHICHAFFORDAPASSAGEFORFIREATCEILINGANDFLOORLEVELS. USENONCObi ; CONCRETE SHALL BE SECUREU w'ITH ADF(ESNE CAPSULE A\CHORS fA1tiED GLASS CART[tiDGE CO^ri 1IVING QUARTZ S\\D, POLYESTER ROL-GH}L~1RDN~RE: lOISTH.~I~GERS,STR.~tPS,HOLD~D044'~S,ETC.SH.ILLBEA5 WITHTHEVERTICALLOADREQOIREMEMPSOPTNEGENER.4LSTRUC1UReU.NOTF.SANDTHE HipTE(tLU,gFORBLCCKINGINTHESELOCA'RONS. rIDE EfARDENINi, AGF.NT.OR SHALL BE SECliRED W1TH AN EPUFI" MA'~UFAC"[Z,RED Bl' S[~[PSO`~` OR ~1PPROt'ED E(1UAL THE bL~\111L1. ! S[ZE A.~D \1JJIBER OF FOLLOMNC STRESSMCREASEFOftDURATIONOFLO,tD-25 SI ATOPENRJGSBEtW6ENAT17CSPACESANpCNI~MEYCHASESFORPACTORY•BUILTCHIhNEYS f:1S(EVERSSPEC[FIEDBYIHEhL~.~UFACl'~RERSH.1[.LBEUSEDLh'LESS~'OTEDQTHER1l'ISE Nf:TUPLIPPATR00FSANDOPENDHCk:S ~ 5 p;t 6) WtU,LS}L~VINGPrIRALLESORSTAGGEREDSTUDSFORSOUNDC0YfR01,`SHALLHA4~ iTRLiCTt1RAL NnTI:S: BLOCKiNG OF MINERA6 F16ER OR GLASS FIF3Eft OTOTHER NON-RIGID APPROVED hIATEWACS. 7 MAINTAINTHEINTEGRITYOFALLBLOCK[NGANDDRAFCSTOPSTHROUGHOUfTHE Reside; GLUED-LAtI AND h~ICRQ-LrLhf REQOCR~~SF.N7'S: ALL GLU6'D LA,UiN.4TGD eF.AhtS SFl.~II.L P,G I hIANUFACtUREDINAC'CORD,IUCENffHANS1l,1TTC~119~.1~'19fl3US[~IGE\"I'ERIORGLUEA~lDSf{e1LL CONSTRUCTIONPROCESS. ~Taaia an~ GENERAL CRITERIA k3ESEALEDe1NDBUNDLEVVR.4PPED N.LCONTINUOUS~LU-LAAIBEA~ISSHALLBEARANDSYS(f30L 1\ U 24F-G13. M1tICRO LA41S SHALL M1IF.ETTHF. ABOVE CRI9ERLA. ROUGII fIAE2DIVARF.: JOIST HANGEKS, 51~ftAPS, }IOLD-[~WNS, GI'C. SIfACL Rli AS ~ (1, ~ 1ES Si-ALL GOVER*i UNLESS 07HERWiSE DETAILED, N07ED OR . MANUFACIURED BY SIMPSON OR APPROVEU E~1UAL. THE hIAXt~(U~I SiZE rU~DNUhfBER Of 7~70 FASTENERSSPEC(FIEDBYTHEkIANUFAC7URERSHALLBEUSEDUNLESSNDTE~OTHERWISE. - ~ FI~:~~DF;RS: ALL EIIiADf RS7'0 E1E (1) 2 X 8'S AS A MINIAIU~! AND IF AIOTOTt{GRWISE NOl'ED. REFERIi~CE ~ ~ea't I~RAM11Itili PLANS ~OR III;ADliR kI;0UIR1iSIEN'fS liXCfG~INC T{If; ~ C V~ V~ ' ~ 1f7) f..PRO IDF.:1hfINfMUb(OP(U ~ ~ kCORDAIVCE NITFI TE{E LATEST EDTT70NS OF THE DENVER BUILDING TRII(S7UDWi D~R.4LLHF~3DGRS AIULTIPLBHEADfiR11~~IKERS(1E.30R~lORE,A~DALLhIICRO DOUBLEJOISTS: PROVIDEDOUBLEIOISTSDIRECTLYUNDER.4LLWALLSABOVERUNNING ~ v t~ LrIMSSHe1[<LAGCLUGDA~D~~~~ULCDTOUE'fFIfR.Nt11L$SH:1CL'BGt"?)R011'SOFIodE.ACIGSIDE.. , P~~LELWITNTHE'DIRECTfONOFTHEPRAMING. i MG CODE LATEST EDIT[ON AND THE A.C.I. BUiLDING CODE 318, AND THE sv~cFO ia°och~r~~ ~ ~ , ~ ~ ~ald aS OCI 1 ~ ~ t r~,'i S a BOLTING: BOGTS S}lA6L BE INSCALLEO IN HOL,ES ~ORED WITH A BIT AND 1110" LARGER THAN ~HL ; ( f/ ~ c tzccPnucuarccnoonnirtnmo-:err nrc~vccnnvrc~~ono.,nv k~ ~ / ~8"nv', El~d~`• DIAMETEROFTHEBOLT. BOLTSANDNUTSSEATINGONWOODSHALLHAVECUTSTEELGUASHERSOV: ~ ~ ~~t'' ~ , "'4,,', ' 'p~f 16~TS CiII'C StT'e HEADSANDNUTS. NUTSSHALLBEPULLED1IGHTANDAGAMCHECKEDAND1IGHTENbDJUSTPRI R= r -'v ~r~, YVILL,IA~~Q~ . a~ ~ Lakewood, Col TOE~C60SINGBOLTEDMEhIBERS.C0UN7ERBOREFORBOLTEDFIEADSORNUTSONLY~VHERESO~ ~ p I STRUCRI[LAL FRAMMG DCJRTNG THE CONSTRUCTfON PER10D AND SHALL INDICATEDONTHEDRAWINGSt1~~DTHE~ONLYTOSUFFICIENTDEPTFITOHOUSETHEfIOLTHEADOCr~(~.,, ~ ~ ~ r~ ~~~~`j~i~1~~ G~ Y ` c~ , h:303.232~6., NUTANDWASH6R.CUTOFFE%CESSIVEBOLTPROJECTIONWHEftENECESSARY.NICI:THREADSTO~,~h~~✓ r a~ P BR.4C[NG; SHORiNG, UNDER-P[NN[NG AND OTHER !viE.4uNS NECESSARY TO CENT S'1'RUCTURES RND TH(S CONSTRUCTION. PREVENTLOOSENING. C~~d~. °1~ ; r . ~ ~ ~ ~ ~ " "r~.~~~".+~ i -.<y r .-i'-s p'~~ p 3E RESPONStRLF FnR CC)(-)R fltNA9lNC 7NF U,'flR A rlF e i.t . TR a nFc ~ LAGSCREIVS: LACSCREI4'SSt{AL6BESCREWEDANDNOTDRIVENINTOPI,ACE. LACSCRGWS ~ ~ ~ ~ ~ ~ '1 V O.I.S~ ZQO1-O71 FASTENIIJGONEWbOD61EhiBERT0AN07NERSFiALLHA~BAPENETRAT(ONINTOTHEFAR~i ~ ~ ' ~ G 16ER ~~+1 ~~1 Q~~ OFNDfLESSTHAN7l3THELENGTHOFTHESCREWh1EASiREUATTHESR.4NKUNDERTHEHE,hD.IV~, '~h`~j 1~ ~ ~y~ as " PLACI~G LAG SCREWS fN WOOD A HOGE SHALL PIRST 8E BORED OF'I}{B SAHE DIr1hIETER A.ND ~NAL ~`k ~ DEPfH AS THE SHANK OF THB SCR~W, AFTER WHtC}f THE HOLE SHALI. BE CONTiNUED TO A DGPTH ~ EQUAL TO THE ! ENGTN OF THE SCREW WITH A DIAhIEtER EQUAL TO TF1E DI~IETER AT TNE ROOT OF, ~ THE TfiREAD. . :...~,~..i _ _ ~ y~-..~..---~-.~.-~ 1~.1"C Ck~, _ ~t:o~ ~ _ _ ; = ~ ~i.~ k~~.t~~c;RS lZ1 '2.K $ _ __~t~.~~~a~,__ - ' - ~ ' i~~v~cS.s ~ca-re~ o.~N'~~v~:~s~. x ~ _ ~"ka'E~~LlT ~ _ , f a~ x: ~ i i ~ ~ _ ~ + s.~_._. ` • 'i , 5t~, 5M. _ . i !i ~ ~ ' , ; ij._, ; ~ i ~ 1' ~ • _ _~.tv1:~~a _ tb ~ ~ x ~ N _ , ~3~tS`C1NG Fl.4J~~4_Pi.P~~1 : _ t~,X\5't1~~G 85MY• 3/ ~ttta~cl~t7 ~~t..pW _ ~Z "~.~lE. ht~sa, HDR . _ _ _ ' ~ -l-_.__ , + , ~ i ~ _ F _ ---i- _ , _ ~~Q ~l.11~1t~7qWe@ PrT"c\.U~ _ ~ I 1 - { ~ / 1I `g ; _ ~Zl ZK$ MiN 1~t}R, , ~ ` / i~ ; ; T ' ~ ~ . ~ - - ~ _ ^:._W___ ~ _ _ . - . : _ G✓ % - - - , r - - ~ I i ~ " _ , ~ i . i _ ' ~ , _ ~ .a._ I _ ` ~~9"~T~__1 r ' ~ i ~ ~ ~ ~ I ~ - ~ ~o i I If , ~ M ~ -~L_ o. i r I - - - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ r,, ~ . , ~ 11 ~8 T~~lc 15 C 1~"o~C I' i, ~ , , . ~ ; • - i 1 iI , , ~ ~ I , ' ~ ~ r I ~ F ~ ~ ~ - - ~ ~ i _ _ ----~-~f- - ! i ~ , ; , i ~ ~1"~.~Nl.~`1 ~ C9tR1kC1~s. ~.Ch~ --N ~ ; ' I ~ , ~ , , ~ I ~ ~ ~ ~ ~ ~ ~ ~ i ~ - ' ~ , ~ ~ ~ ~ ~ ~ ~ ~ i~ ~ ~ ' ' - - i i . ~ f ~ + . 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C21 _.1 O N , ~ k~ ` ~ ~ ` ~ ~ ~ ~ ~ Z X ALC ~Z) 2x:~ t~oR, w ReSidF su~~~ao~z . „ ~ ~ 1~2 Pl~c. Ft1 CH (~AZ ~t~,,, ~ x~` ~~.c, , ~ , a Nadia and Z ; ~ ~~c~ scc~t,~w~ _ . _ ___r ' ,r--~1.:5;~, R:~M u ' ~ _ , t ~ ~ . , ~ _ i ~ , Whe _ _ ~ at R ~ „ Z Z X 4~ FI,AT~S 3~i'~~t~.C.C . ; I t ~ ~ ~ ~ ~ ~Ot f2 5- URC '~0 CXt`"a F'~A~Z - r ' ~ ; /Q ~ ~ ~ - ~tV'~?M, - C~l~l1~,~ ~ ~ ~ ~ ~ ; ; o ~c~_,~.`s~~~w-s~~- N r~~ ' ~ ~ ~ , ~ , Baldryassocia ~ ~ . ( ` ~ -co ~a~e~: oF Na~t ~ ~~t~,~~tv.`7 an ~ , ; 2~ C~A Fl.f~`~'~F1~1G ~ ~ ~ r ~ ~X~~~~~1~ ~cti~ ~ ~ ~ ,ti ~ ~ ~ ~Ar ~ ~a~ ~ 1675 Carr Str~ ~ --~-~'rA~~s~c ~ , , _ . ° ~ ~ ~ ~ t~' R~ _ ►nF~~s~ ~ F RAC~~~ 1 _ • : a ~ LLlAM GE Lal.e ° t~~.'~ ov~. ~ ; y ~ $ r 1 ~ ~ woad, Co ~x~5-ri~a~ cett, ` I` - ~ • ~ BALDRY,JR _ ~q~s~rs °co RtM~~n~ _ ~p %~j~ ; ph:303.232.6? ( ~ . ~ ~ ~ 4~ ~ .''1,. ~ ~ RAF'_ E ~i..~3f+i,. _ EXI~`ftT~, M~~~'Y. Crs 1~ ~ ~ ~ _ . s~.~ ~,.~.N ; s~o~a~ ~e~~ r~ ~ v o.cs. Zaoi-o7 F ~ ~ \ S ; ~ G~ ~ a • ~ ~ ~ a aR R . ~ _ . ---k----"-- ~ S ~ ~ ~ a ~ ~ ~ . t~ # ~_.____~~+r_~ ~ j : o'~ 3 p,, ~ ' , F - ~ _ _ _ - BUILDING DEPARTMENT 237-6944 Ext. 255 ' CITY OF WNEAT RIDGE . . Correction Notice Date ..........i'` . , ~ . ............................Inspecror for Building Dept....... FaaM wps-== DO NOT REMOVE THIS TAG DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number 13215 BUILDING INSPECTION LINE - 303-234-5933 Date CITY OF WHEAT RIDGE : 12/4/01 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: NIKOLAY MUZYCHENKO Property Address : 9490 W 38TH AVE Phone : 431-4659 Contractor License No. : Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $200.00 I hereby certiry that the setback distances proposed by this permit application are accurate, and PeI'mit Fee : $23.50 do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or Plan Review Fee : $0.00 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 USE T8X : $5.00 application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Rio~qe ordinan es', for work under this permit . TOt81 : $28.50 (OWNER)(CONTRACTOR) SIGNED ' ~ L DATE /R-6 W . Use: Description : 64 L.F. OF 4' CEDAR FENCE M3 BUILDING DEPARTMENT USE ONLY ~~~ffim SIC : Sq. Ft. : Approval ; MLC COMPLIES W/ FENCE REGS zoning : R-z Please Note: Owner / oonttactor is responsible for locating property 11/28101 lines and constrocting improvements according to tha Approval : BG approved plan and required development standards . The City is not responsible for inaccurate information submitted within the plan set and any consuvction Approval : errors resutting from inaccurate inform ti a on. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval : Expiration Date : Approval: Expiration Date : Approval : (1) This permitwas issuetl in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloratlo antl to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the Ciry. . (2) This permit shall expire if (A) the work authorized is not commenced within siMy (60) days fmm issue date or (B) the buitding authorized is suspended or abantlonetl for a periotl of 720 days - (3) If ihis permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided.no changes have been orwili be made in the original plans and specifca[ions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contrector shall notiry the Building Inspectortwenry-four (24) hours in advance for all inspectionsantl shall receive written approval on inspection card 6eFOre proceediin9 with successive phases of the job. (6) The issua oF a perm~~~]]]it or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval oF, any violation of the provisic of il des or any other ortlinance, law, rule or regulation. . r Chief Building In ector DEPARTMENT OF PLANNING?,ND DEVELOPMENT 4APPUCA BUII,DTNG TNSPECTION LIN E - 303-234-5933 CITY OF WFIFAT RIDGE 7500 WEST 29TEi AVENIIE WI~AT RIDGE, CO 80215 - (303-235-2855) 5~F ddO7~~ JlV V YY7 V-2- yG'11 ~ AC D Building Permit Number: Date: Properry Address: qYqD a✓ t[1h6d-T /Zldy~ Phone :-9m 112 i /-1 6 5-y Contractor License No.: ~ C,q4C2 /f Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thaz ihe setback dista¢ces proposed by this permit applicatio¢ aze accurate, md do not viotate applicable ordi¢ances, mles or regulafions of the City of 4Vheaz Ridge or covenants, easements ox restrictions of record; that all measucements shown, md allegations made are accurate; that I have read md agree to abide by al( conditiovs printed on Hus application md that I assume fiill responsibility for compliaace with the Wheat Ridge Building Code (U.B.C) md ail other appticable Wheat Ridge Ordiaances, for work under thislpermit. (OWNER)(CONTRACTOR):SSGNEDDATE tt'.27'6 Description: ~ji Z( ' ,L-- R~c3 h Fe;,v.r-e_ Construction Value: .2,0 v,. 6 C, Pexmit Fee: Plan Review Fee: Use Tax: Total: ZONING COMMENTS: Approvai: ~ Zoning: • a BTJII,DING DEPARTMENT USE ONLY cmp~Q~s 1)"13ea ~.~s - BUILDING COMMENTS: -p Approval: / //2So/ ~ PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) Tltis pumit was issued in acwrdance with the provisions set forth in your applica4on md is subject to the laws oftlte State of Colorndo md to the Zoning Regulations mmd Huilding Codes oF Wheat Ridge, Coloado oc eny other appiicable oxd'wauces of ihe (,1Ty. (Z) Tlus permit shall u:pie if (A) the work authorized is not commenu^d withic sixry (60) days 5nm issue da;e o: (9) ihe building author:zrd is suspe¢ded or abandoned for a paiod of 120 days. . (3) If Uu: pemut expues, a newpelmitmay be acquired for a fee of one-halfthe ammmtnormallyrequired, provided no changes have bee¢ or will be made in the origi¢alplaas andspeci5cations md anysuspeusion or abandoument6asnotexceededone (1) year. Sfchanges havebem orifsuspension or abandonment e<ceeds one (i) yeaz, fiill fees shail be paid for a new pumit. (4) No wock of any manner shall be done that will cha¢ge the natural flow of water wusing a drainage problem. (5) ConhactorshallnotifytLeBuildiagInspeetortwenTy-fou:(24)houcsiaadvancefotallinspectionsa¢dshalireceivewrittenappmvato¢inspectioncazdbefore proceeding wiffi successive phases oFthejob. (6) The issuance of a peraiit or the appcoval of dmwings md specificafioas shali not be coushued to be a pumit for, nor au approval of, any violation of the provisious of the building codes or anY other ordina¢cq law, rvle or regulation. , 'ChiefB ' gInspector Properry Owner: A' 3 a . o y ~bn o ~~eeR~G~ m n ~ w 3 m-, a o~ > 300 00 03 o~N ~ z 114KEgwe.~. c m C 1 7WNN t t ~o ao0.m~ _ O~SC~ ~ ~ • aa T~ J ~ O 8 ~c C~ >C C]9' Z~e . Z y~Z~ u o Pil p b ro H & r E~ w C) . Q o ~G~~, ~ ~ f~ 6Zi r c~ Eec~a~v 140~+/- v m o Om ~v~od~0 S~ N ^g°uy ip - 0 s ~ . , . . - ul ~ uI~~--~\ . N H ~J ~ 0~0] ~I p P. ~ CI~ I g~. ~ • ~ ~ . . ~ , ' " C] ~cn , ~ ` ~ . ~x Vi ~O ~ `~L'i ~I Q $ •a . "~O'... e, •...I w zril ~ 9.5 I ZHy O 9 ~~y~so ~ ~ a ~ • ,y . o O ~'1 S m m s . e x ~~Gee~~~ D ~ ~ •'L ^ T r ~ I ~.V1Tia. n,~ N d`~~'+i ~ s ~1 e ..'~6 /''it? / 7.5 tyA~L.-.-.~-,- ~ 3~. » 28.2 Rr ~i 6sp~~ p Z s WyC]z 0 g eV~S,~ b = a lil •.c~ ~ O ,n•m L~7 - ~ . . o~eroR' Om F+ . ~ • ' ' 4~~ . ^ cc ~~Ks~~..~ D,°. 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Q 2 GI m O tI V T m m o m o m o ~ m m T O ~ m tA m ~ O fn C C O 2 = P m o y ~ Z O m . 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House moving permits. house moving permit shall be issued sub- ject approval of the street authority of the city hav ponsibility for maintenance of the streets and ice department. Failure to ob- tain approval a ut above shall nullify and void the permit is the building depart- ment and any fees pai be retained by the city. The chief building in and other de- partments and authorities men erein, may impose reasonable conditions on th older to ensure the safe movement of any buil the city. (Code 1977, § 5-84) Sec. 5-43. Drawings and specifications. (a) Required Drawinga and specifications shall be required prior to theissuance of a permit. Such drawings and specifications shall be checked and approved by the building inspection division prior to the issuance of a permit for the work to be performed. All drawings shall have the build- ing department stamp of approval on each page thereof. (b) Who m¢y submit. Any person may submit drawings and specifications in connection with an application for a permit, except that permits for buildings for public or semipublic nature or for any building exceeding two (2) stories in height or with a clear span exceeding twenty-four (24) Feet shall require approval of a sl;ate licensed ar- chitect or engineer. Retaining walls over five (5) feet in height must be engineered and approved by a state licensed engineer. A survey establish- ing the location of boundaries and a plan for drain- age of the property upon which the operations are to be executed may be required by the chief build- ing inspector. Exceptiora Single-family residences embodying standard construction techniques, and apartment Uuildings of not more than two (2) stories above grade and consisting of floors spans of not more than twenty-four (24) feet, no inches, or eight units, may be specifically excluded by the chief building inspector from the requirement for architectural or engineering service. Permits for small and un- important structures may be issued without re- quiring complete plans. (c) Stand¢rds for prep¢ration, contenG Drawings, when required, shall be made to scale upon sub- stantial paper, plastic or cloth and the drawings and specifications shall be complete and oF suffi- cient clarity to indicate the entire nature and extent of the work proposed and to indicate in detail that the building, structure and utilities will conform to the provisions oF this chapter cur- rentsubdivision regulations in efFect at the time the permit is issued, and all relevant laws, ordi- nances, rules and regulations. Mechanical draw- ings, specifications and analyses shall contain: (1) The name, signature and address of the person or firm responsible for preparation of such drawings and specifications. The seal of the engineei(s) or architect(s) respon- sible for the preparation of such drawings and specifications on each drawing. Signa- ture of the architect or engineer aft`ixed to the document. (2) At least single line drawings (including typ- ical isometric) of plumbing, heating and air-treatment systems. (3) BTU rating of gas units,including method of combustion air supply, type of refrigera- tion and horsepower and gas meter lceations. (4) Heating, ventilation, cooling and fire pro- tection details. Electrical drawings, specifications and analyses shall contain: (5) The name, signature and address of the person orfirm responsible for the prepara- tion of such drawings and specifications. The seal of the engineer or architect re- sponsible for the preparation of such draw- ings and specifications stamped on each draw- ing and signature affixed thereto. (6) A complete electrical layout with a service diagram showing load breakdown and sizes of service and feeder conductors and loca- tion of feeder panels. Additional information required by the division may include: (7) Reports of an independent testing agency which substantiates the requiremen~s of this 341 - BUILDINGS AND BiRLDING REGUL_\TIONS (e) The department of public works may, deter- ON 3. ELECTRICAL INSPEC ' mine that public improvements need not be immedi- ately installed if any of the following conditions ~6. Generally. are met: (1) 'Phe installation of curbs, gutters and side- ctrical work performed under alks may not be required where less than sihis chapter shall be subject to half of the properties on the street extend- bvision and certain types of 1 ing five hundred (500) feet from the lot line h'nuous special inspection by of the property in question, on both sides of ed ualified inspectors as specif ' \ the fronting street, have in existence curbs, tein ections except thase requ gutters and sidewalks. ciect n as stated above,shall atwe y-four (24) hours in a (2) No curbs, gutters and sidewalks may be . ahysic inspection. required for a remodeling of an existing ~C77, $ 95) building, or an addition to an existing build- ing which adds less thar. fifty (50) percent of the square footage existing prior to the ~7. Cert icate of test; tesl 5-57.Cert addition. pensi n of certific (3) Installationof curbs, gutters and sidewalks would b e impractical or economically un- feasible. In any such event, a development agreement shall be signed by the owner of the property, pursuant to the subdivision regulations of the city which development agreement shall remain in full force and effect for ten (10) years from the date of exe- cution by the property owner, unless sooner re- leased of record by the city. (f) Any owner, contractor or developer who is aggrieved by a decision of the department o£ pub- lic works requiring installation of such public im- proveinAnts shall"have the righC to appeal the department's determination to the city council by filing a written request for a public hearing be- fore the city council, which written request must be received by the city clerk no later than thirty (30) days after the department of public works' determination. The appeal described shall be de- termined by the city council following public hear- ing after notice to all interested parties by post- ing, and shall be conducted pursuant to the pro- cedures for public hearings as speciFied in the ciCy subdivision regulations. (g) Each applicant for a building permit shall be provided a copy of this chepter at the time of application for such buildin{; permit. (Code 1977. § 5-941; Ord. No. I988 -743, 91, 1-25-88) Secs. 5A6-5-55. Rcserved. Supp. Nn. lu (a) Thechie£buikii tion, accept a certi contractor in lieu o tificate shalP be on a building inspector an sponsible representat and shall set forth the obtained therefrom. (b) The chief buildi ized representative m; assembly on which and in the case of s results of this test, pridiCege to ile s'" inspection. (Code 1977, 4 5- 6 5-58 shall ivately hereaf- g a spe- -equested ice of the and sus- pe r may, at his ap- ' t t. from a licensed pection. Such cer- t scribed by the chief be signed by a re- , he licensed person, of test and the results :tor or his author- any installation or te has been filed, discrepancy in the any contractor's in"lie'u' of actual ° Sec. 5-5/ii,pections required. Requirshall includ but not be limiled tllowing: (1) RFirst inspection whic 'hall con- sionduits, semirigid pipi <<~t µ'ir- in in place prior to coverin i2> >~al. Final inspection to be mad «'hen e~~ork is completed and operatin lod 377. h 5 971 Inw r,~L~rrnce-Elec[rica! ins'pectinn 1,.,..:, ( 343 O d 9 ~ ~ ~m ~A ~ os Op W~-. 03y O < mO N m N p 0 0 0~ W ~ 00 02 Nm H N _ _ _ , . w~-11 ~ Ol r~ N d y~ = µ O 0 ry N. '=f N w i O J a J~ g n T ~ y `C N S N J rt ~ . <am m o pyy~ o a m o ~ ~A M N 1 ylJ1 ~ n ~ C N ~ (D ~ N N -1 F Ul ~ .0 0 . , A ~ 2 ~ ~ J 2 d l N ~y M l T ~D H ~1 0~T n C~ ~ N N V S O -1 1E 0 iS ~ ~ ~ ~ Z ~ L'S ~ S C`C d N O. 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IMPROt7EMENT LOCATION CERTIFICATE ROSSON 9490 WEST 38TH AVENUE WHEATRIDGE, COLORADO 80033 LEGAL DESCRIPTION LOT 2,.EXCEPT THE WEST 25 FEET THFREOF, LOT 3, EXCEPT THE EAST 25 FEET THEREOF, ROSE BUD HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO CERTIFICATION I HEliEBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR 1ST BANK OF WHEAT RIDGE, 4350 WADSWORTH BLVD., WHEAT RIDGE, COLORADO, THE IMPROVEMENT LOCATION BEING BASED ON A PREVIOUS PROPERTY SURVEY THAT HAS BEEN MONUMENTED BY OTHERS, OR MY OWN PROPERTY SURVEY AT THE TIME I PREPARED THIS IMPROVEMENT LOCATION CERTIFICATE, AND THAT IT IS NOT A SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. THE MEASUREMENTS HEREON ARE TO 0.5', AND THE FOUND PINS, CROSSES, FENCES AND/OR STREET R.O.W. WERE USED TO DETERMINE THE HOUSE LOCATION. I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, September 15, 1993 EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED. AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SATD PARCEL, EXCEPT AS NOTED, OR CONTAINED IN THE TITLE COMP1ITNiENT OR INSti12ANCE POLICY, AND SAIll PROPERTY IS NOT AFFECTEU BY DITCHES. SAID PROPERTY IS IN FLOOD ZONE C, COMMUNITY PANEL N0.85079 0005 C, FEBRUARY 4, 1988 NOTICE ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. 'I'N"N0 EVENT-1' MAY"ANY' ACTION"Bl1SED' UPON ANY DEFECT IN THIS 3URVEY BE ('OMMEN~CED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. / / CLEAR MOUNTAIN SURVEYING U. P r~'/Ji:~' BY: 19423 NORTH TURKEY CREEK ROAD ~s 4 S%Q LARRY F. FIS SUITE I ~ ~sv p~ ~Q~ P. L. S. 094 MORRISON, COLORADO 80465 p; DATE: September 15, 1993 (303)697-8480 (303)697-8482 FAX SHEET 1 OF 2 . CMPROVEMENri LOCA'I'ION CERTIFICATE , 00° _ - - - ' 5' EASEMENT - - I - - - _ ~ LOT 3 ~ ~ ; ~ LOT 2 ~ ~ ~ OUNDED ~ ~ ~ METAL SHED 4.4' ~ ~ ~ S.0' 45.3" ~ ~ ~ 21.8' ~ MULTI-LEVEL . Q0 BRICK RESIDENCE p ( 9490 WEST 38th AVENUE - N /./r/%//rR//Yl / ./'//:/.4:a i . - . . .......i. .iiii..ii. iiiiiiii LEGEND au.no« ce~~ r NE 0 ~ 10 0' WEST 38th AVENUE ~L JOB N0. H059305 SCALE SHEET 2 OF 2 1"= 20' I ~,'xG 72?,#'rr~ ~.s S~.yc, 'bw . ~ _ _ _ _ ~ , ~ ~ V i ~ i F~ f~ , ttf ~ ~ x .77" , ~ _ ~ i 3, ' P>`✓ C. ~ ~"4 V~ ~ t v r ; . . , ~ r ~ TEx~wri s ~ E ,~.~r ~,~A~ 3` si c ' 1 . s w..... ~ I ~b Co d , , ~ r € . zs~ . . r7 J? * I 7-1 /Af- I~VAryY 9 ~..~....._.._<~a-..m , _ ~ . . _ W. ,a °~'r4 ~ ~ / 'v ~ _ . A P P R 0 V EO Subject to r rAd Enspectiorts Wheat Ridge Euilding [}apt, Signed....... .1... ......Plart Checker ~ i ~ 9-;e 9 ~ av' -;"?F 4 C e, "v )~iA" WAr ~V 4' »w t C~ ac r ; ~ ~ Ef ~ ~ j j ~A ) { I r: I ~ r.+;.: _ ,G77"4 c ,41 fZ /z »i 5 ~ G 5C✓ ~ q/ $ <~`i4{"~F',%~ P w~ !/~i ~ ~ ~k ~ 11~14~ ~ d~i: l ~ ~ ~ I f ~ `~r l f ! ~3 fL+ l.' 0